Bridge Design Manual - 2002

Appendix MB
Masonry Bridge Design

APPENDIX MB - MASONRY BRIDGE, 12 M SPAN, 7.32 M WIDTH

The following calculations is an example of a documentation for a masonry bridge with a
span of 12 and a width of 7.32m. The principle dimensions of the bridge are shown in the
figures below:

Two design conditions are checked:

Strength I
Service I

Ethiopian Roads Authority

Page MB-1

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.1 DESIGN CONSIDERATIONS

The calculations are based on:
ERA BRIDGE DESIGN MANUAL-2002
Material Sandstone
E- modulus:
Fc:
Density:

10 000 Mpa
35 Mpa
s = 2725 kg/m3

Table 7-2
Table 7-2
Table 3-4 (Stone Masonry)

MB.2 COMPUTER PROGRAMS

Following PC-programs have been used:

EXCEL
Strip-step2

Page MB-2

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.3 STRUCTURAL CROSS SECTION

MB.3.1 Input Dimensions

L= 12
r1= 4,25
r2= 7,75
eh= 1,75
ev= 3,031
Zfilling= 1,5
Ztop= 7,1

m
m

Span opening
intenal arc

intenal arc

m
m
m
m

dt= 0,85
da= 2,05
rEA= r2+dt

thickness at crown (top)

thickness at abutment

External Arc

Z
dt

Node 9
Zfilling

External Arc

Node 7
Centre of Gravity
Ztop
r2
r1

Node 1

30o

60o

da

Internal Arc
Y
ev

1
eh
L

1= 20.6
2= 39.4

Ethiopian Roads Authority

Page MB-3

Appendix MB
Masonry Bridge Design

Node
1
2
3
4
5
6
7
8
9

Page MB-4

Internal Arc
YIA
ZIA
6
0
5.935
0.738
5.744
1.454
5.431
2.125
5.006
2.732
4.482
3.256
3.875
3.681
2.006
4.455
0.000
4.719

Bridge Design Manual - 2002

External Arc
YEA
ZEA
8.048
0.000
7.649
0.900
7.150
1.748
6.557
2.533
5.878
3.246
5.123
3.877
4.300
4.417
2.226
5.276
0.000
5.57

Center of Gravity
YCG
YCG
7.024
0.000
6.792
0.819
6.447
1.601
5.994
2.329
5.442
2.989
4.802
3.566
4.088
4.049
2.116
4.865
0.000
5.144

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.4 LOADING
MB.4.1 Dead load - DC
qEH= k0*SS*(Ztop-ZCG)
qEV= RG*(Ztop-ZEA)

Vertical Earthfill

qDC= SM*d

Dead Load of Stone Masonry

k0= 0,45
LS = 18
RG = 22,5
SM = 27,3
h=
3
I = d /12

Node
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17

Horizontal Earth Pressure

XCG
[m]
7,024
6,792
6,447
5,994
5,442
4,802
4,088
2,116
0,000
-2,116
-4,088
-4,802
-5,442
-5,994
-6,447
-6,792
-7,024

Ethiopian Roads Authority

Loose Sand

Table 3-22

kN/m3

Loose Sand

Table 3-4

kN/m3

Rolled Gravel

Table 3-4

kN/m3

Stone Masonry (Sandstone)

thickness

Table 3-4

for OCR=1

m4/m

ZCG

qEV

qEH

[m]
0,000
0,819
1,601
2,329
2,989
3,566
4,049
4,865
5,144
4,865
4,049
3,566
2,989
2,329
1,601
0,819
0,000

[kN /m]
159
139
120
102
86
72
60
40
34
40
60
72
86
102
120
139
159

[kN /m]
57
51
44
38
33
28
24
18
16
-18
-24
-28
-33
-38
-44
-51
-57

[m]
2,05
1,72
1,44
1,20
1,01
0,89
0,85
0,85

[m /m]
0,716
0,425
0,247
0,143
0,087
0,059
0,051
0,051

0,85
0,85
0,89
1,01
1,20
1,44
1,72
2,05

0,051
0,051
0,059
0,087
0,143
0,247
0,425
0,716

Page MB-5

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.4.2 Surcharge Load - LS

PLS= k0*SS*heq
heq = 1,7
heq = 0,76

when wall height < 1.5 m

< 6.0 m

Table 3-25

PLS,t
1,5

PLS,b

The surcharge load from highway loading may be taken as given in Table 3-25
Let PLS,t (earth loading on the upper surface) and PLS,b (earth loading on the bottom)
be the earth pressure from the surcharge and linearly varying load

PLS,t= 13,8
PLS,b= 9,4
Node
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17

Page MB-6

kN/m2
kN/m2

ZCG

PLS

[m]
0,000
0,819
1,601
2,329
2,989
3,566
4,049
4,865
5,144
4,865
4,049
3,566
2,989
2,329
1,601
0,819
0,000

[kN2/m]
9,4
10,1
10,7
11,2
11,8
12,2
12,6
13,2
13,4
-13,2
-12,6
-12,2
-11,8
-11,2
-10,7
-10,1
-9,4

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.4.3 Live Load

MB.4.3.1 Lane Load - LL subsection 3.8

qLL = 9,3
kN/m
W= 8,12
m
qLL = 9.3*2/W = 2,3

MB.4.3.2 Design Truck

kN/m2

Uniformly Lane Load/traffic lane

Total witdth of superstructure
Uniformly Lane Load/m

(traffic lane = 3.0 m)

(2 traffic lanes)

subsection 3.8

4.3 m

4.3 to 9.0 m

PTruck1

PTruck2

PTruck2

Zfilling

lTruck

= 1,33
lTire = 0,2
Zfilling= 1,5
PTruck1 = 35
PTruck2 = 145

The Dynamic Factor Table 3-8

According to subsection 3.9: Tire Contract Area

m
kN

kN
PTruck1 = 2*35* /(lTire+2*Zfilling)/W

3,6

kN/m2

PTruck2 = 2*145* /(lTire+2*Zfilling)/W

14,8

kN/m2

lTruck= 3,2

Ethiopian Roads Authority

Page MB-7

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.4.3.3 Design Tandemsection 3.8: Design Tandem

1.2 m
PTandem

PTandem

Zfilling
lTandem

= 1,33
lTire = 0,2
Zfilling= 1,5

The Dynamic Factor

According to section 3.9: Tire Contact Area

PTandem = 110
kN
PTandem = 4*110* /(1.2+W Tire+2*Zfilling)/W=
lTandem= 4,4

Page MB-8

16,4

kN/m2

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.5. LOAD COMBINATIONS

qDC

Table 3-22

Load Case
LC-ASLS
LC-ASI
At Strength limit state
Max
Min
At Service I
1,25
0,9
1,0

qEH

1,35

0,9

1,0

qEV

1,25

0,9

1,0

PLS

1,75

1,0

qLL

1,75

1,0

PTruck

1,75

1,0

PTandem

1,75

1,0

Ethiopian Roads Authority

Page MB-9

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.6. CONTROL OF COMPRESSION LINE AND EDGE PRESSURE

-The compression line shall be within the core limit at 3 point, when the eccentricity
e=M/N < d/6 : both the abutment and the crown
The calculation of the forces in the bridge is made with the computer program
Strip-Step2
positive direction
Legend
M

N
M

Q
Node

Q
Node i+1

i Is the first node of the beam.

i+1 Is the second node of the beam.

M
N
Q

the beam bending moment per unit of length in the local Y-direction
the beam nomal force per unit of area in the local Y-direction
the beam transverse force per unit of area in the local Y-direction

-The edge pressure edge < fcall edge

edge= N/d+(-)M*6/d2

Page MB-10

fcall edge = 0.14*fc

Mpa

Table 7-2

fc = 35
fcall edge = 4,9

Mpa

Table 7-2 (Sandstone)

Mpa

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.6.1 Load case - DC Dead Load of Stone Masonry

Node
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9

d/6

[kNm/m]
92
35
35
-3
-3
-24
-24
-33
-33
-32
-32
-23
-23
7
7
19

[kN/m]
-308
-266
-273
-240
-244
-218
-220
-201
-201
-186
-185
-174
-170
-151
-148
-142

[m]
2,05
2,048
1,72
1,721
1,44
1,437
1,20
1,20
1,01
1,01
0,89
0,89
0,85
0,85
0,85
0,85

[m]
0,341
0,341
0,287
0,287
0,239
0,239
0,200
0,200
0,169
0,169
0,149
0,149
0,142
0,142
0,142
0,142

[m]
0,299
0,132
0,128
0,013
0,012
0,110
0,109
0,164
0,164
0,172
0,173
0,132
0,135
0,046
0,047
0,134

Ethiopian Roads Authority

edge,max edge,min
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK

[MN/m2]
-0,02
-0,08
-0,09
-0,15
-0,18
-0,22
-0,28
-0,31
-0,39
-0,37
-0,45
-0,37
-0,39
-0,12
-0,12
-0,01

[MN/m2]
-0,28
-0,18
-0,23
-0,13
-0,16
-0,08
-0,08
-0,03
-0,01
0,00
0,03
-0,02
-0,01
-0,24
-0,23
-0,32

Page MB-11

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.6.2 Load case LC-ASAt Strength limit sate

Node
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9

Node
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9

Page MB-12

M-min

d/6

[kNm/m]
310
141
141
36
36
-15
-15
-20
-20
-2
-2
23
23
65
65
76

[kN/m]
-961
-881
-904
-669
-681
-597
-600
-551
-549
-516
-512
-518
-508
-584
-580
-589

[m]
2,05
2,05
1,72
1,72
1,44
1,44
1,20
1,20
1,01
1,01
0,89
0,89
0,85
0,85
0,85
0,85

[m]
0,341
0,341
0,287
0,287
0,239
0,239
0,200
0,200
0,169
0,169
0,149
0,149
0,142
0,142
0,142
0,142

[m]
0,323
0,160
0,156
0,054
0,053
0,025
0,025
0,036
0,036
0,004
0,004
0,044
0,045
0,111
0,112
0,129

M-max

d/6

[kNm/m]
-266
-224
-224
-186
-186
-157
-157
-141
-141
-118
-118
-91
-91
-40
-40
-25

[kN/m]
-812
-763
-755
-871
-866
-840
-838
-789
-786
-743
-739
-691
-679
-539
-537
-508

[m]
2,05
2,05
1,72
1,72
1,44
1,44
1,20
1,20
1,01
1,01
0,89
0,89
0,85
0,85
0,85
0,85

[m]
0,341
0,341
0,287
0,287
0,239
0,239
0,200
0,200
0,169
0,169
0,149
0,149
0,142
0,142
0,142
0,142

[m]
0,328
0,294
0,297
0,214
0,215
0,187
0,187
0,179
0,179
0,159
0,160
0,132
0,134
0,074
0,074
0,049

edge,max edge,min
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK

[MN/m2]
-0,03
-0,23
-0,24
-0,32
-0,37
-0,46
-0,56
-0,54
-0,66
-0,52
-0,59
-0,41
-0,41
-0,15
-0,14
-0,06

[MN/m2]
-0,91
-0,63
-0,81
-0,46
-0,58
-0,37
-0,44
-0,38
-0,43
-0,50
-0,56
-0,75
-0,79
-1,23
-1,22
-1,32

edge,max edge,min
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK

[MN/m2]
-0,78
-0,69
-0,89
-0,88
-1,14
-1,04
-1,36
-1,25
-1,60
-1,42
-1,72
-1,46
-1,55
-0,97
-0,96
-0,81

[MN/m2]
-0,02
-0,05
0,01
-0,13
-0,06
-0,13
-0,04
-0,07
0,05
-0,04
0,06
-0,09
-0,04
-0,30
-0,30
-0,39

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

MB.6.3 Load case LC-ASAt Service I

Node
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9

Node
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9

M-min

d/6

[kNm/m]
171
65
65
-5
-5
-44
-44
-49
-49
-33
-33
-7
-7
39
39
49

[kN/m]
-823
-755
-769
-704
-713
-644
-646
-593
-592
-552
-548
-535
-525
-500
-497
-498

[m]
2,05
2,05
1,72
1,72
1,44
1,44
1,20
1,20
1,01
1,01
0,89
0,89
0,85
0,85
0,85
0,85

[m]
0,341
0,341
0,287
0,287
0,239
0,239
0,200
0,200
0,169
0,169
0,149
0,149
0,142
0,142
0,142
0,142

[m]
0,208
0,086
0,085
0,007
0,007
0,068
0,068
0,083
0,083
0,060
0,060
0,013
0,013
0,078
0,078
0,098

M-max

d/6

[kNm/m]
-80
-113
-113
-121
-121
-112
-112
-101
-101
-85
-85
-63
-63
-16
-16
0

[kN/m]
-852
-790
-793
-736
-736
-695
-694
-653
-650
-615
-612
-577
-567
-519
-516
-492

[m]
2,05
2,05
1,72
1,72
1,44
1,44
1,20
1,20
1,01
1,01
0,89
0,89
0,85
0,85
0,85
0,85

[m]
0,341
0,341
0,287
0,287
0,239
0,239
0,200
0,200
0,169
0,169
0,149
0,149
0,142
0,142
0,142
0,142

[m]
0,094
0,143
0,142
0,164
0,164
0,161
0,161
0,155
0,155
0,138
0,139
0,109
0,111
0,031
0,031
0,000

Ethiopian Roads Authority

edge,max edge,min
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK

[MN/m2]
-0,16
-0,28
-0,32
-0,42
-0,51
-0,58
-0,72
-0,70
-0,87
-0,74
-0,86
-0,65
-0,68
-0,26
-0,26
-0,18

[MN/m2]
-0,65
-0,46
-0,58
-0,40
-0,48
-0,32
-0,36
-0,29
-0,30
-0,35
-0,37
-0,55
-0,56
-0,91
-0,91
-0,99

edge,max edge,min
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK

[MN/m2]
-0,53
-0,55
-0,69
-0,67
-0,86
-0,81
-1,05
-0,97
-1,23
-1,10
-1,33
-1,12
-1,19
-0,74
-0,74
-0,58

[MN/m2]
-0,30
-0,22
-0,23
-0,18
-0,16
-0,16
-0,11
-0,12
-0,05
-0,11
-0,05
-0,17
-0,14
-0,48
-0,47
-0,58

Page MB-13

Appendix MB
Masonry Bridge Design

MB.7

Bridge Design Manual - 2002

APPENDIX A- CALCULATIONS BY STRIP-STEP2

Page MB-14

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
1

:
:

PAGE
2

:
:

0
0U N I T S :
0
0
0
0
0
0
0
0
0EXCEPTIONS
0

SI-SYSTEM

LENGTH
ANGLES
LOADS, FORCES
STRESSES, MODULUS OF ELASTICITY
MASSES
TEMPERATURES
FREQUENCES

METER
RADIAN
KILONEWTON
MEGAPASCAL
TONS
KELVIN
HERTZ

FROM THESE STANDARD-UNITS ARE:

ANGLES IN SYSTEM OF GEOMETRY AND
ROTATIONS IN DEFORMATION RESULTS
DISPLACEMENTS IN DEFORMATION RESULTS

0
1

NORDCAD AB

DEGREES (360)
MILLIMETER

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

0
M A T E R I A L

C O N S T A N T S

I
K
I
E0
I G0/E0 I DENSITY I OMEGA T I EPSILON I
PHI- I
I
I
I
I
I *100000 I *100000 I CREEP I
I---------I---------I---------I---------I---------I---------I---------I
1000

33000

.400

1.000

0
E L E M E N T

T Y P E S

I TYPE I WORK I
E
I DEN- I CREEP I
R
I CROSS I
F
I
D
I
H
I
K*I
I
K*A
I
K*AQ I
I
I
I
G
I SITY I IND I
I SECTN I
I
I
I
I
I
I
I------I--------I--------I-------I-------I-------I-------I-------I-------I-------I---------I---------I---------I
102

N
BEAM

33000
13200

.000
1.000

2.050
1.720

716.000
425.000

2050.000
1720.000

203

N
BEAM

33000
13200

.000
1.000

1.720
1.440

425.000
247.000

1720.000
1440.000

304

N
BEAM

33000
13200

.000
1.000

1.440
1.200

247.000
143.000

1440.000
1200.000

405

N
BEAM

33000
13200

.000
1.000

1.200
1.010

143.000
87.000

1200.000
1010.000

506

N
BEAM

33000
13200

.000
1.000

1.010
.890

87.000
59.000

1010.000
890.000

607

N
BEAM

33000
13200

.000
1.000

.890
.850

59.000
51.000

890.000
850.000

708

N
BEAM

33000
13200

.000
1.000

.850
.850

51.000
51.000

850.000
850.000

809

N
BEAM

33000
13200

.000
1.000

.850
.850

51.000
51.000

850.000
850.000

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
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B.M. Ethiopia
991116

PAGE
3

:
:

0
G E O M E T R Y

O F

T O T A L

S Y S T E M

I JOINT I
Y
I
Z
I DELTA Y I DELTA Z I HINGE I
ALFA I ELEMENT I JOINT I
I BEGIN I
I
I
I
I REACT. I
I
TYPE I
END I
I--------I---------I---------I---------I---------I---------I---------I---------I--------I

Ethiopian Roads Authority

Page MB-15

Appendix MB
Masonry Bridge Design
1

-7.024

Bridge Design Manual - 2002

.000

102

FIXED
2

-6.792

.819

203

-6.447

1.601

304

-5.994

2.329

405

-5.442

2.989

506

-4.802

3.566

607

-4.088

4.049

708

-2.116

4.865

809

.000

5.144

-809

10

10

2.116

4.865

-708

11

11

4.088

4.049

-607

12

12

4.802

3.566

-506

13

13

5.442

2.989

-405

14

14

5.994

2.329

-304

15

15

6.447

1.601

-203

16

16

6.792

.819

-102

17

17

7.024

.000

102

16

FIXED
1

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
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991116

PAGE
4

:
:

PAGE
5

:
:

0
S T A N D A R D

L O A D C A S E S

I LOADCASE I J O I N T I
R
I
W
I LOAD- I
P-Y
I
P-Z
I
M
I
I NAME
I BEGIN-END I
I
I TYPE I
I
I
I
I----------I-------------I-------I-------I-------I---------I---------I---------I
qdd

1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17

.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000

DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR

-2.05
-1.72
-1.72
-1.44
-1.44
-1.20
-1.20
-1.01
-1.01
-.89
-.89
-.85
-.85
-.85
-.85
-.85
-.85
-.85
-.85
-.85
-.85
-.89
-.89
-1.01
-1.01
-1.20
-1.20
-1.44
-1.44
-1.72
-1.72
-2.05

NORDCAD AB

Page MB-16

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
BROKONSULT AB TEL 08/6309700 FAX 7326385

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

0

PROJECT IDENT
Pro.nr 98034

CONSTR.IDENT
B.M. Ethiopia

NO

DATE
991116

0
S T A N D A R D

L O A D C A S E S

(CONT.)

I LOADCASE I J O I N T I
R
I
W
I LOAD- I
P-Y
I
P-Z
I
M
I
I NAME
I BEGIN-END I
I
I TYPE I
I
I
I
I----------I-------------I-------I-------I-------I---------I---------I---------I
qev

1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17

.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000

DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR

-43.34
-37.88
-56.11
-48.44
-63.40
-53.89
-65.44
-55.17
-63.87
-53.48
-59.64
-49.70
-55.44
-36.96
-39.66
-33.71
-33.71
-39.66
-36.96
-55.44
-49.70
-59.64
-53.48
-63.87
-55.17
-65.44
-53.89
-63.40
-48.44
-56.11
-37.88
-43.34

NORDCAD AB

S T R I P
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CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
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991116

PAGE
6

:
:

0
S T A N D A R D

L O A D C A S E S

(CONT.)

I LOADCASE I J O I N T I
R
I
W
I LOAD- I
P-Y
I
P-Z
I
M
I
I NAME
I BEGIN-END I
I
I TYPE I
I
I
I
I----------I-------------I-------I-------I-------I---------I---------I---------I
qeh

1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17

.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000

DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR

54.84
49.07
46.66
40.26
37.36
32.26
29.15
25.31
22.10
18.75
15.69
13.45
9.18
6.88
2.35
2.09
-2.09
-2.35
-6.88
-9.18
-13.45
-15.69
-18.75
-22.10
-25.31
-29.15
-32.26
-37.36
-40.26
-46.66
-49.07
-54.84

Ethiopian Roads Authority

Page MB-17

Appendix MB
Masonry Bridge Design

NORDCAD AB

Bridge Design Manual - 2002

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
BROKONSULT AB TEL 08/6309700 FAX 7326385
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991116

PAGE
7

:
:

PAGE
8

:
:

0
S T A N D A R D

L O A D C A S E S

(CONT.)

I LOADCASE I J O I N T I
R
I
W
I LOAD- I
P-Y
I
P-Z
I
M
I
I NAME
I BEGIN-END I
I
I TYPE I
I
I
I
I----------I-------------I-------I-------I-------I---------I---------I---------I
dpls

1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17

.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000
.000
1.000

DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR
DISTR

9.04
9.72
9.24
9.79
9.08
9.51
8.59
9.05
7.90
8.17
6.84
7.06
4.82
5.05
1.73
1.75
-1.75
-1.73
-5.05
-4.82
-7.06
-6.84
-8.17
-7.90
-9.05
-8.59
-9.51
-9.08
-9.79
-9.24
-9.72
-9.04

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
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991116

0
T R A C K S
I NAME I J O I N T I
H-W
I TRACK WIDTH AT
I
I
I BEGIN-END I
I BEGIN I
END
I
I------I-------------I---------I---------I---------I
FB

1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17

0
T R A F F I C

L O A D

E L E M E N T S

I LOAD
I
S
I
POINTLOAD
I
UNIFORM LOAD
I
IND
I
I ELEMENT I
I P-LOAD I P-UNL. I P-LOAD I P-UNL. I
I
I----------I---------I---------I---------I---------I---------I---------I
qLL
p-truck11

Page MB-18

.000
3.200
3.200
4.300

2.30

.00

3.60
3.60
.00
.00

.00
.00
.00
.00

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

p-truck21

4.300
7.500
7.500
8.600

14.80
14.80
.00
.00

.00
.00
.00
.00

.000
3.200
3.200
4.300

14.80
14.80
.00
.00

.00
.00
.00
.00

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
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B.M. Ethiopia
991116

PAGE
9

:
:

PAGE
10

:
:

0
T R A F F I C

L O A D

E L E M E N T S

(CONT.)

I LOAD
I
S
I
POINTLOAD
I
UNIFORM LOAD
I
IND
I
I ELEMENT I
I P-LOAD I P-UNL. I P-LOAD I P-UNL. I
I
I----------I---------I---------I---------I---------I---------I---------I
p-truck31

.000
3.200
3.200
4.300
4.300
7.500

14.80
14.80
.00
.00
3.60

.00
.00
.00
.00
.00

p-tandem

.000
4.400

16.40

.00

0
T R A F F I C

L O A D C A S E S

I LOADCASE I
DECELERATION
I TRACK I DYNAMIC I
L O A D
E L E M E N T
I
I NAME
I PART OF VERTI EXCENTR I NAME
I
FACTOR I
NAME
I
NAME
I
NAME
I
I----------I-------------I---------I---------I-----------I----------I----------I----------I
qLL

FB

qLL

p-truck1

FB

p-truck11

FREE

p-truck21

p-truck2

FB

p-truck21

FREE

p-truck31

p-tandem

FB

p-tandem

0
L O A D

C O M B I N A T I O N S

I LOADCOMBINATION I
- L O A D C A S E I STRESS I
KI
I NAME
I ART I NAME
I TYPE I FACTOR I ALTER I IND
I CREEP I
I----------I------I----------I--------I--------I--------I--------I--------I
qdc

qdd

DEAD

27.300

qev

qev

DEAD

1.000

qeh

qeh

DEAD

1.000

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
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991116

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L O A D

C O M B I N A T I O N S

(CONT.)

I LOADCOMBINATION I
- L O A D C A S E I STRESS I
KI
I NAME
I ART I NAME
I TYPE I FACTOR I ALTER I IND
I CREEP I
I----------I------I----------I--------I--------I--------I--------I--------I
qLL

MENV
QENV
NENV
RMENV
RYENY
RZENV

qLL

LIVE

1.000

dpls

MENV
QENV
NENV
RMENV
RYENY
RZENV

dpls

LIVE

1.000

Ethiopian Roads Authority

Page MB-19

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

p-truck

MENV
QENV
NENV
RMENV
RYENY
RZENV

p-truck1
p-truck2

LIVE
LIVE

1.000
1.000

p-tandem

MENV
QENV
NENV
RMENV
RYENY
RZENV

p-tandem

LIVE

1.000

Live-Load

MENV
QENV
NENV
RMENV
RYENY
RZENV

p-truck
p-tandem
qLL

LIVE
LIVE
LIVE

1.000
1.000
1.000

ALTER
ALTER

ALTER
ALTER

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
ECHOPRINT
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PAGE
11

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:

PAGE
12

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0
L O A D

C O M B I N A T I O N S

(CONT.)

I LOADCOMBINATION I
- L O A D C A S E I STRESS I
KI
I NAME
I ART I NAME
I TYPE I FACTOR I ALTER I IND
I CREEP I
I----------I------I----------I--------I--------I--------I--------I--------I
LC-ASLS

MENV
QENV
NENV
RMENV
RYENY
RZENV

LC-ASI

MENV
QENV
NENV
RMENV
RYENY
RZENV

qdc
qdd
qev
qev
qeh

DEAD
LIVE
DEAD
LIVE
DEAD

.900
.350
.900
.350
.900

qeh
dpls
Live-Load

LIVE
LIVE
LIVE

.450
1.750
1.750

qdc
qev
qeh
dpls

DEAD
DEAD
DEAD
LIVE

1.000
1.000
1.000
1.000

Live-Load

LIVE

1.000

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
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DATE
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991116

0
G R O S S F O R C E S
I
I
qdc
I
qev
I
qeh
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
M
I
N
I
Q
I
M
I
N
I
Q
I
M
I
N
I
Q
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1.000
2.000

92.
35.

-308.
-266.

-61.
-73.

145.
37.

-508.
-475.

-122.
-131.

-188.
-88.

39.
27.

139.
96.

2.000
3.000

35.
-3.

-273.
-240.

-36.
-51.

37.
-26.

-489.
-448.

-64.
-82.

-88.
-25.

40.
25.

91.
57.

3.000
4.000

-3.
-24.

-244.
-218.

-16.
-33.

-26.
-53.

-455.
-412.

-18.
-45.

-25.
9.

33.
17.

53.
28.

4.000
5.000

-24.
-33.

-220.
-201.

-2.
-19.

-53.
-57.

-415.
-375.

13.
-20.

9.
23.

21.
6.

25.
7.

5.000
6.000

-33.
-32.

-201.
-186.

10.
-7.

-57.
-45.

-374.
-340.

33.
-5.

23.
23.

7.
-6.

6.
-6.

6.000
7.000

-32.
-23.

-185.
-174.

19.
2.

-45.
-26.

-338.
-311.

42.
3.

23.
16.

-7.
-17.

-5.
-12.

Page MB-20

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

7.000
8.000

-23.
7.

-170.
-151.

37.
-9.

-26.
10.

-304.
-266.

66.
-26.

16.
-8.

-19.
-35.

-8.
-15.

8.000
9.000

7.
19.

-148.
-142.

30.
-19.

10.
19.

-264.
-254.

44.
-33.

-8.
-20.

-38.
-42.

-5.
-6.

9.000
10.000

19.
7.

-142.
-148.

19.
-30.

19.
10.

-254.
-264.

33.
-44.

-20.
-8.

-42.
-38.

6.
5.

10.000
11.000

7.
-23.

-151.
-170.

9.
-37.

10.
-26.

-266.
-304.

26.
-66.

-8.
16.

-35.
-19.

15.
8.

11.000
12.000

-23.
-32.

-174.
-185.

-2.
-19.

-26.
-45.

-311.
-338.

-3.
-42.

16.
23.

-17.
-7.

12.
5.

12.000
13.000

-32.
-33.

-186.
-201.

7.
-10.

-45.
-57.

-340.
-374.

5.
-33.

23.
23.

-6.
7.

6.
-6.

13.000
14.000

-33.
-24.

-201.
-220.

19.
2.

-57.
-53.

-375.
-415.

20.
-13.

23.
9.

6.
21.

-7.
-25.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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991116

PAGE
13

:
:

0
G R O S S F O R C E S
I
I
qdc
I
qev
I
qeh
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
M
I
N
I
Q
I
M
I
N
I
Q
I
M
I
N
I
Q
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
14.000
15.000

-24.
-3.

-218.
-244.

33.
16.

-53.
-26.

-412.
-455.

45.
18.

9.
-25.

17.
33.

-28.
-53.

15.000
16.000

-3.
35.

-240.
-273.

51.
36.

-26.
37.

-448.
-489.

82.
64.

-25.
-88.

25.
40.

-57.
-91.

16.000
17.000

35.
92.

-266.
-308.

73.
61.

37.
145.

-475.
-508.

131.
122.

-88.
-188.

27.
39.

-96.
-139.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
14

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:

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G R O S S F O R C E S
I
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I--------------------------------I--------------------------------I--------------------------------I
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I
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I
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I
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1.000
2.000

21.
13.

-10.
-8.

-9.
-8.

-10.
-9.

-15.
-14.

1.

-7.
-6.

-11.
-9.

2.
2.

2.000
3.000

13.
8.

-9.
-8.

-7.
-6.

-9.
-8.

-14.
-14.

2.
1.

-7.
-5.

-10.
-8.

3.
2.

3.000
4.000

8.
4.

-9.
-7.

-5.
-4.

-8.
-6.

-14.
-14.

3.
1.

-6.
-4.

-10.
-8.

4.
3.

4.000
5.000

4.
1.

-7.
-5.

-3.
-2.

-6.
-5.

-14.
-15.

3.

-5.
-2.

-9.
-8.

4.
3.

5.000
6.000

1.
1.

-5.
-2.

-1.
1.

-5.
-5.

-15.
-16.

2.
-1.

-3.
-1.

-9.
-8.

4.
3.

6.000
7.000

1.
2.

-2.
-4.

1.
1.

-5.
-5.

-16.
-13.

1.
-1.

-2.

-10.
-8.

4.
3.

7.000
8.000

2.
4.

-3.
-7.

2.
-1.

-5.
-3.

-13.
-8.

2.

-2.
1.

-12.
-8.

5.
2.

8.000
9.000

4.
4.

-7.
-8.

1.
-1.

-3.
-2.

-8.
-6.

2.
-1.

-2.
1.

-11.
-7.

5.
2.

9.000
10.000

4.
4.

-8.
-7.

1.
-1.

-2.
-3.

-6.
-8.

1.
-2.

1.
2.

-7.
-3.

4.
1.

10.000
11.000

4.
2.

-7.
-3.

1.
-2.

-3.
-5.

-8.
-13.

-2.

-6.
-4.

3.
1.

Ethiopian Roads Authority

Page MB-21

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

11.000
12.000

2.
1.

-4.
-2.

-1.
-1.

-5.
-5.

-13.
-16.

1.
-1.

-2.
-1.

-9.
-8.

2.
2.

12.000
13.000

1.
1.

-3.
-5.

-1.
1.

-5.
-5.

-16.
-15.

1.
-2.

-2.

-10.
-10.

3.
3.

13.000
14.000

1.
4.

-5.
-7.

2.
3.

-5.
-6.

-15.
-14.

-3.

-1.
2.

-12.
-12.

4.
4.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
15

:
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
14.000
15.000

4.
8.

-7.
-9.

4.
5.

-6.
-8.

-14.
-14.

-1.
-3.

1.
6.

-13.
-13.

6.
6.

15.000
16.000

8.
13.

-8.
-9.

6.
7.

-8.
-9.

-14.
-14.

-1.
-2.

5.
12.

-13.
-13.

8.
8.

16.000
17.000

13.
21.

-8.
-10.

8.
9.

-9.
-10.

-14.
-15.

-1.

10.
18.

-14.
-14.

10.
10.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
16

:
:

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G R O S S F O R C E S
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1.000
2.000

18.
10.

-14.
-14.

-10.
-10.

11.
5.

-25.
-23.

-8.
-8.

2.000
3.000

12.
5.

-13.
-13.

-8.
-8.

5.

-24.
-22.

-5.
-6.

3.000
4.000

6.
1.

-13.
-13.

-6.
-6.

-2.

-22.
-21.

-2.
-4.

4.000
5.000

2.
-1.

-12.
-12.

-4.
-4.

-2.
-4.

-21.
-20.

-1.
-2.

5.000
6.000

-2.

-10.
-10.

-3.
-3.

-4.
-3.

-20.
-18.

1.
-1.

6.000
7.000

-1.
-2.

-8.
-9.

-2.
-2.

-3.
-2.

-18.
-17.

2.

-4.
-6.

-1.
-3.

-2.
1.

-17.
-15.

4.
-1.

7.000
8.000
8.000
9.000

2.
1.

-3.
-7.

-1.
-4.

1.
2.

-14.
-14.

3.
-2.

9.000
10.000

1.
-2.

-7.
-11.

-2.
-5.

2.
1.

-14.
-14.

2.
-3.

10.000
11.000

1.
-2.

-8.
-12.

-2.
-5.

1.
-2.

-15.
-17.

1.
-4.

11.000
12.000

-2.

-8.
-10.

-3.
-4.

-2.
-3.

-17.
-18.

-2.

12.000
13.000

-1.
-3.

-8.
-9.

-3.
-4.

-3.
-4.

-18.
-20.

1.
-1.

13.000
14.000

-2.
-5.

-8.
-9.

-3.
-4.

-4.
-2.

-20.
-21.

2.
1.

Page MB-22

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
17

:
:

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14.000
15.000

-4.
-6.

-8.
-10.

-3.
-4.

15.000
16.000

-5.
-7.

-8.
-10.

-2.
-3.

16.000
17.000

-6.
-7.

-9.
-11.

-2.
-2.

-2.

-21.
-22.

4.
2.

5.

-22.
-24.

6.
5.

5.
11.

-23.
-25.

8.
8.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
18

:
:

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1.000
2.000

-59.
-32.

10.
8.

36.
28.

-59.
-32.

10.
8.

36.
28.

2.000
3.000

-32.
-12.

12.
9.

27.
20.

-32.
-12.

12.
9.

27.
20.

-12.

11.

18.

3.000
4.000

1.

7.

11.

-12.
1.

11.
7.

18.
11.

4.000
5.000

1.
7.

9.
4.

10.
5.

1.
7.

9.
4.

10.
5.

5.000
6.000

7.
9.

4.
-1.

4.
-1.

7.

4.

4.

6.000
7.000

9.
7.

-1.
-6.

-1.
-4.

7.000
8.000

7.

-6.

-3.
-3.

-16.

-7.

8.000
9.000

-3.
-8.

-17.
-21.

-2.
-3.

9.000
10.000

-8.
-3.

-21.
-17.

3.
2.

-8.
-3.

-21.
-17.

3.
2.

-3.

-16.

7.

10.000
11.000

7.

-6.

3.

-3.
7.

-16.
-6.

7.
3.

11.000
12.000

7.
9.

-6.
-1.

4.
1.

7.
9.

-6.
-1.

4.
1.

12.000
13.000

9.
7.

-1.
4.

1.
-4.

9.

-1.

1.

13.000
14.000

7.
1.

4.
9.

-5.
-10.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
19

:
:

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G R O S S F O R C E S

Ethiopian Roads Authority

Page MB-23

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

I
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14.000
15.000

1.

7.

-11.
-12.

11.

-18.

15.000
16.000

-12.
-32.

9.
12.

-20.
-27.

16.000
17.000

-32.
-59.

8.
10.

-28.
-36.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
20

:
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1.000
2.000

-59.
-32.

10.
8.

36.
28.

2.000
3.000

-32.
-12.

12.
9.

27.
20.

3.000
4.000

-12.
1.

11.
7.

18.
11.

4.000
5.000

1.
7.

9.
4.

10.
5.

7.

4.

4.

5.000
6.000

9.

-1.

-1.

9.

-1.

-1.

6.000
7.000

9.
7.

-1.
-6.

-1.
-4.

9.
7.

-1.
-6.

-1.
-4.

7.000
8.000

7.
-3.

-6.
-16.

-3.
-7.

7.
-3.

-6.
-16.

-3.
-7.

8.000
9.000

-3.
-8.

-17.
-21.

-2.
-3.

-3.
-8.

-17.
-21.

-2.
-3.

9.000
10.000

-8.
-3.

-21.
-17.

3.
2.

10.000
11.000

-3.
7.

-16.
-6.

7.
3.

11.000
12.000

7.
9.

-6.
-1.

4.
1.

9.

-1.

1.

12.000
13.000

7.

4.

-4.

7.

4.

-4.

13.000
14.000

7.
1.

4.
9.

-5.
-10.

7.
1.

4.
9.

-5.
-10.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
21

:
:

0
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14.000
15.000

1.
-12.

7.
11.

-11.
-18.

1.
-12.

7.
11.

-11.
-18.

15.000
16.000

-12.
-32.

9.
12.

-20.
-27.

-12.
-32.

9.
12.

-20.
-27.

Page MB-24

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

16.000
17.000

-32.
-59.

8.
10.

-28.
-36.

-32.
-59.

8.
10.

-28.
-36.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
22

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1.000
2.000

101.
66.

-43.
-38.

-42.
-40.

-49.
-44.

-73.
-68.

8.
3.

-23.
-25.

-45.
-46.

12.
10.

2.000
3.000

66.
37.

-43.
-37.

-34.
-32.

-44.
-36.

-67.
-65.

12.
6.

-25.
-23.

-44.
-44.

17.
14.

3.000
4.000

37.
17.

-41.
-30.

-26.
-22.

-36.
-28.

-63.
-85.

15.
-1.

-23.
-18.

-42.
-43.

20.
16.

4.000
5.000

17.
8.

-33.
-23.

-17.
-6.

-28.
-25.

-85.
-82.

11.
-4.

-18.
-11.

-40.
-42.

22.
17.

5.000
6.000

8.
9.

-23.
-13.

-2.
5.

-25.
-24.

-81.
-75.

8.
-5.

-11.
-5.

-39.
-42.

22.
16.

6.000
7.000

9.
14.

-12.
-19.

7.
5.

-24.
-24.

-76.
-65.

5.
-3.

-5.
1.

-39.
-43.

22.
16.

7.000
8.000

14.
22.

-17.
-33.

8.
-4.

-24.
-16.

-64.
-39.

10.

-14.
8.

-74.
-43.

26.
11.

8.000
9.000

22.
22.

-33.
-36.

4.
-5.

-16.
-9.

-38.
-28.

10.
-4.

-4.
8.

-58.
-40.

25.
11.

9.000
10.000

22.
22.

-36.
-33.

5.
-4.

-9.
-16.

-28.
-38.

4.
-10.

8.
15.

-36.
-19.

21.
9.

10.000
11.000

22.
14.

-33.
-18.

4.
-8.

-16.
-24.

-39.
-64.

-10.

5.
3.

-32.
-22.

15.
5.

11.000
12.000

14.
9.

-19.
-13.

-5.
-7.

-24.
-24.

-65.
-76.

3.
-5.

-4.
-1.

-34.
-32.

11.
9.

12.000
13.000

9.
8.

-14.
-23.

-5.
3.

-24.
-25.

-75.
-81.

6.
-8.

-15.
-3.

-49.
-49.

14.
14.

13.000
14.000

8.
17.

-23.
-33.

6.
17.

-25.
-28.

-82.
-85.

4.
-11.

-7.
11.

-55.
-55.

21.
21.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
23

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14.000
15.000

17.
37.

-30.
-41.

22.
26.

-28.
-36.

-85.
-64.

1.
-15.

7.
32.

-57.
-57.

29.
29.

15.000
16.000

37.
66.

-37.
-44.

32.
34.

-36.
-44.

-65.
-67.

-6.
-12.

27.
59.

-58.
-58.

37.
37.

16.000
17.000

66.
101.

-38.
-43.

40.
42.

-44.
-49.

-69.
-73.

-3.
-8.

53.
92.

-57.
-57.

45.
45.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length

Ethiopian Roads Authority

PAGE
24

:
:

Page MB-25

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

RESULTS
PROJECT IDENT
Pro.nr 98034

BROKONSULT AB TEL 08/6309700 FAX 7326385

CONSTR.IDENT
NO
DATE
B.M. Ethiopia
991116

0
G R O S S F O R C E S
I
I
p-truck MIN-Q
I
p-truck MAX-N
I
p-truck MIN-N
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
M
I
N
I
Q
I
M
I
N
I
Q
I
M
I
N
I
Q
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1.000
2.000

92.
54.

-57.
-57.

-45.
-45.

-27.
-28.

-97.
-94.

-4.
-11.

2.000
3.000

59.
27.

-58.
-58.

-37.
-37.

-28.
-27.

-95.
-92.

1.
-6.

3.000
4.000

32.
7.

-57.
-57.

-29.
-29.

-27.
-25.

-92.
-90.

6.
-2.

4.000
5.000

11.
-7.

-55.
-55.

-21.
-21.

-25.
-22.

-89.
-87.

10.
2.

5.000
6.000

-3.
-15.

-49.
-49.

-14.
-14.

-22.
-19.

-86.
-84.

14.
6.

6.000
7.000

-1.
-4.

-32.
-34.

-9.
-11.

-19.
-15.

-82.
-79.

18.
10.

7.000
8.000

3.
5.

-22.
-32.

-5.
-15.

-15.
4.

-75.
-65.

25.
3.

8.000
9.000

15.
8.

-19.
-36.

-9.
-21.

7.
11.

-63.
-60.

18.
-2.

9.000
10.000

8.
-4.

-40.
-58.

-11.
-25.

12.
7.

-60.
-63.

3.
-18.

10.000
11.000

8.
-14.

-43.
-74.

-11.
-26.

4.
-15.

-66.
-75.

-3.
-26.

11.000
12.000

1.
-5.

-43.
-40.

-16.
-22.

-15.
-19.

-79.
-82.

-10.
-18.

12.000
13.000

-5.
-11.

-42.
-40.

-16.
-22.

-19.
-22.

-84.
-86.

-6.
-14.

13.000
14.000

-11.
-18.

-42.
-40.

-17.
-22.

-22.
-25.

-87.
-89.

-2.
-11.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
25

:
:

0
G R O S S F O R C E S
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I
p-truck MIN-Q
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p-truck MIN-N
I
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I--------------------------------I--------------------------------I--------------------------------I
I
I
M
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I
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I
Q
I
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I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
14.000
15.000

-18.
-23.

-43.
-42.

-16.
-20.

-25.
-27.

-90.
-92.

2.
-7.

15.000
16.000

-23.
-25.

-44.
-44.

-14.
-17.

-27.
-28.

-92.
-95.

6.
-2.

16.000
17.000

-25.
-23.

-46.
-46.

-10.
-12.

-28.
-28.

-94.
-97.

11.
4.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
26

:
:

0
G R O S S F O R C E S
I
I
p-tandem MAX-M
I
p-tandem MIN-M
I
p-tandem MAX-Q
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
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I
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Page MB-26

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

1.000
2.000

101.
68.

-36.
-33.

-40.
-38.

-60.
-56.

-70.
-69.

7.
3.

-45.
-40.

-69.
-63.

16.
12.

2.000
3.000

68.
41.

-38.
-34.

-33.
-31.

-56.
-48.

-68.
-69.

12.
6.

-46.
-36.

-67.
-61.

22.
16.

3.000
4.000

41.
19.

-38.
-31.

-26.
-23.

-48.
-38.

-67.
-68.

16.
6.

-41.
-27.

-65.
-60.

25.
18.

4.000
5.000

19.
5.

-34.
-9.

-19.
4.

-38.
-30.

-67.
-68.

16.
3.

-32.
-20.

-63.
-64.

27.
18.

5.000
6.000

5.
10.

-8.
-16.

5.
6.

-30.
-26.

-67.
-67.

12.
-2.

-22.
-13.

-63.
-66.

27.
18.

6.000
7.000

10.
17.

-15.
-24.

8.
6.

-26.
-25.

-67.
-61.

7.
-3.

-13.
-6.

-63.
-66.

27.
18.

7.000
8.000

17.
27.

-22.
-41.

10.
-5.

-25.
-19.

-60.
-42.

9.

-6.
3.

-61.
-63.

31.
13.

8.000
9.000

27.
26.

-41.
-52.

6.
-7.

-19.
-6.

-41.
-19.

11.
3.

3.
11.

-57.
-45.

28.
13.

9.000
10.000

26.
27.

-53.
-41.

7.
-6.

-6.
-19.

-18.
-41.

8.
-11.

11.
17.

-41.
-22.

25.
10.

10.000
11.000

27.
17.

-41.
-22.

5.
-10.

-19.
-25.

-42.
-60.

-9.

17.
11.

-19.
-6.

16.
4.

11.000
12.000

17.
10.

-24.
-15.

-6.
-8.

-25.
-26.

-61.
-67.

3.
-7.

-18.
-10.

-41.
-41.

9.
9.

12.000
13.000

10.
5.

-16.
-9.

-6.
-5.

-26.
-30.

-67.
-67.

2.
-12.

-14.
-1.

-46.
-46.

15.
15.

13.000
14.000

5.
19.

-9.
-34.

-4.
19.

-30.
-38.

-68.
-67.

-3.
-16.

-4.
14.

-49.
-49.

22.
22.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
27

:
:

0
G R O S S F O R C E S
I
I
p-tandem MAX-M
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p-tandem MAX-Q
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
14.000
15.000

19.
41.

-31.
-38.

23.
26.

-38.
-48.

-68.
-67.

-6.
-16.

11.
36.

-49.
-49.

28.
28.

15.000
16.000

41.
68.

-34.
-38.

31.
33.

-48.
-56.

-69.
-68.

-6.
-12.

32.
62.

-48.
-48.

35.
35.

16.000
17.000

68.
101.

-33.
-36.

38.
40.

-56.
-60.

-69.
-70.

-3.
-7.

59.
94.

-45.
-45.

42.
42.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
28

:
:

0
G R O S S F O R C E S
I
I
p-tandem MIN-Q
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p-tandem MAX-N
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p-tandem MIN-N
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
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I
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1.000
2.000

94.
59.

-45.
-45.

-42.
-42.

-57.
-47.

-70.
-70.

12.
12.

2.000
3.000

62.
32.

-48.
-48.

-35.
-35.

-50.
-47.

-69.
-69.

4.
4.

3.000
4.000

36.
11.

-49.
-49.

-28.
-28.

-37.
-37.

-69.
-69.

4.000
5.000

14.
-4.

-49.
-49.

-22.
-22.

-31.
-30.

-68.
-68.

Ethiopian Roads Authority

1.
1.

Page MB-27

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

5.000
6.000

-1.
-14.

-46.
-46.

-15.
-15.

-28.
-24.

-68.
-68.

5.
5.

6.000
7.000

-10.
-18.

-41.
-41.

-9.
-9.

-25.
-16.

-67.
-67.

11.
11.

7.000
8.000

11.
17.

-6.
-19.

-4.
-16.

-20.
3.

-64.
-63.

19.
13.

8.000
9.000

17.
11.

-22.
-41.

-10.
-25.

2.
26.

-57.
-53.

28.
-5.

9.000
10.000

11.
3.

-46.
-57.

-13.
-28.

26.
3.

-53.
-57.

5.
-28.

10.000
11.000

3.
-6.

-63.
-61.

-13.
-31.

4.
-20.

-63.
-64.

-12.
-19.

11.000
12.000

-6.
-13.

-66.
-63.

-18.
-27.

-16.
-25.

-67.
-67.

-10.
-10.

12.000
13.000

-13.
-22.

-66.
-63.

-18.
-27.

-24.
-28.

-68.
-68.

-5.
-5.

13.000
14.000

-20.
-32.

-64.
-64.

-18.
-27.

-30.
-31.

-68.
-68.

-1.
-1.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
29

:
:

0
G R O S S F O R C E S
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I
p-tandem MIN-Q
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
14.000
15.000

-27.
-41.

-60.
-65.

-18.
-25.

-37.
-37.

-69.
-69.

15.000
16.000

-36.
-46.

-61.
-67.

-16.
-22.

-47.
-51.

-69.
-69.

-4.
-4.

16.000
17.000

-40.
-45.

-63.
-70.

-12.
-16.

-47.
-57.

-70.
-70.

-12.
-12.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
30

:
:

0
G R O S S F O R C E S
I
I
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I
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Live-Load MAX-Q
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1.000
2.000

122.
82.

-46.
-41.

-49.
-47.

-70.
-65.

-85.
-84.

8.
3.

-52.
-46.

-80.
-72.

18.
14.

2.000
3.000

82.
48.

-47.
-42.

-40.
-38.

-65.
-55.

-83.
-83.

15.
7.

-54.
-41.

-77.
-69.

25.
18.

3.000
4.000

48.
23.

-47.
-38.

-31.
-27.

-55.
-44.

-81.
-82.

18.
7.

-47.
-31.

-74.
-68.

29.
21.

4.000
5.000

23.
10.

-41.
-27.

-22.
-7.

-44.
-35.

-80.
-83.

18.
2.

-37.
-23.

-73.
-71.

31.
21.

5.000
6.000

10.
12.

-28.
-19.

-3.
7.

-35.
-30.

-82.
-83.

14.
-4.

-25.
-14.

-72.
-74.

31.
21.

6.000
7.000

12.
19.

-17.
-27.

9.
7.

-30.
-29.

-82.
-74.

8.
-4.

-15.
-7.

-72.
-74.

31.
21.

7.000
8.000

19.
31.

-25.
-48.

12.
-5.

-29.
-22.

-74.
-50.

11.

-9.
3.

-73.
-71.

36.
14.

8.000

31.

-47.

7.

-22.

-48.

13.

1.

-68.

33.

Page MB-28

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

9.000

30.

-61.

-8.

-10.

-33.

-4.

12.

-53.

15.

9.000
10.000

30.
31.

-61.
-47.

8.
-7.

-10.
-22.

-33.
-48.

5.
-13.

12.
19.

-47.
-25.

28.
12.

10.000
11.000

31.
19.

-48.
-25.

5.
-12.

-22.
-29.

-50.
-74.

-11.

17.
3.

-25.
-27.

18.
6.

11.000
12.000

19.
12.

-27.
-17.

-7.
-9.

-29.
-30.

-74.
-82.

4.
-8.

-5.
-3.

-43.
-40.

13.
11.

12.000
13.000

12.
10.

-19.
-28.

-7.
4.

-30.
-35.

-83.
-82.

4.
-14.

-16.
-1.

-57.
-56.

18.
18.

13.000
14.000

10.
23.

-28.
-41.

8.
22.

-35.
-44.

-83.
-80.

-2.
-18.

-5.
17.

-61.
-60.

26.
26.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
31

:
:

0
G R O S S F O R C E S
I
I
Live-Load MAX-M
I
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Live-Load MAX-Q
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
14.000
15.000

23.
48.

-38.
-47.

27.
31.

-44.
-55.

-82.
-81.

-7.
-18.

8.
38.

-70.
-70.

35.
35.

15.000
16.000

48.
82.

-42.
-47.

38.
40.

-55.
-65.

-83.
-83.

-7.
-15.

32.
71.

-71.
-71.

45.
45.

16.000
17.000

82.
122.

-41.
-46.

46.
49.

-65.
-70.

-84.
-85.

-3.
-9.

64.
110.

-71.
-71.

55.
55.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
32

:
:

0
G R O S S F O R C E S
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I
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Live-Load MIN-N
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I--------------------------------I--------------------------------I--------------------------------I
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1.000
2.000

111.
64.

-71.
-71.

-55.
-55.

-16.
-23.

-121.
-117.

-12.
-19.

2.000
3.000

71.
32.

-71.
-71.

-45.
-45.

-23.
-27.

-118.
-114.

-3.
-12.

3.000
4.000

38.
8.

-70.
-70.

-35.
-35.

-27.
-27.

-115.
-111.

4.
-5.

4.000
5.000

17.
-5.

-60.
-60.

-26.
-26.

-27.
-26.

-110.
-107.

10.

5.000
6.000

-1.
-16.

-57.
-57.

-18.
-18.

-26.
-22.

-106.
-102.

15.
6.

6.000
7.000

-2.
-5.

-40.
-43.

-11.
-13.

-22.
-17.

-100.
-96.

19.
10.

7.000
8.000

3.
17.

-27.
-25.

-6.
-18.

-18.
4.

-92.
-80.

29.
3.

8.000
9.000

19.
12.

-25.
-47.

-12.
-28.

8.
14.

-77.
-74.

21.
-4.

9.000
10.000

12.
1.

-53.
-68.

-15.
-33.

14.
8.

-74.
-77.

4.
-21.

10.000
11.000

3.
-8.

-71.
-73.

-14.
-36.

4.
-17.

-81.
-92.

-3.
-29.

11.000
12.000

-7.
-15.

-74.
-72.

-21.
-31.

-17.
-22.

-96.
-100.

-10.
-20.

Ethiopian Roads Authority

Page MB-29

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

12.000
13.000

-14.
-25.

-74.
-72.

-21.
-31.

-22.
-26.

-102.
-106.

-6.
-15.

13.000
14.000

-23.
-37.

-72.
-73.

-21.
-31.

-26.
-27.

-107.
-110.

-1.
-10.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
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14.000
15.000

-31.
-47.

-68.
-75.

-21.
-29.

-27.
-27.

-111.
-115.

5.
-4.

15.000
16.000

-41.
-53.

-70.
-78.

-18.
-25.

-27.
-23.

-114.
-119.

12.
3.

16.000
17.000

-45.
-52.

-72.
-80.

-14.
-18.

-23.
-16.

-117.
-122.

19.
11.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
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I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1.000
2.000

310.
141.

-961.
-881.

-169.
-225.

-266.
-224.

-812.
-763.

100.
1.

-236.
-190.

-804.
-742.

117.
19.

2.000
3.000

141.
36.

-904.
-669.

-101.
-134.

-224.
-186.

-755.
-871.

107.
-24.

-204.
-151.

-746.
-691.

124.
24.

3.000
4.000

36.
-15.

-681.
-597.

-38.
-60.

-186.
-157.

-866.
-840.

98.
-48.

-163.
-109.

-695.
-650.

123.
24.

4.000
5.000

-15.
-20.

-600.
-551.

24.
-30.

-157.
-141.

-838.
-789.

69.
-31.

-138.
-76.

-801.
-628.

120.
19.

5.000
6.000

-20.
-2.

-549.
-516.

47.
-8.

-141.
-118.

-786.
-743.

80.
-24.

-101.
-73.

-757.
-608.

119.
21.

6.000
7.000

-2.
23.

-512.
-518.

64.
-6.

-118.
-91.

-739.
-691.

79.
-12.

-91.
-51.

-721.
-691.

120.
31.

7.000
8.000

23.
65.

-508.
-584.

98.
-62.

-91.
-40.

-679.
-539.

128.
-63.

-54.
13.

-678.
-531.

170.
-19.

8.000
9.000

65.
76.

-580.
-589.

90.
-78.

-40.
-25.

-537.
-508.

79.
-67.

13.
37.

-617.
-486.

136.
-25.

9.000
10.000

76.
65.

-589.
-580.

78.
-90.

-25.
-40.

-508.
-537.

67.
-79.

20.
32.

-621.
-496.

121.
-36.

10.000
11.000

65.
23.

-585.
-508.

63.
-98.

-40.
-91.

-539.
-679.

63.
-128.

31.
-6.

-589.
-510.

103.
-66.

11.000
12.000

23.
-2.

-518.
-512.

6.
-64.

-91.
-118.

-691.
-739.

11.
-79.

-20.
-27.

-545.
-552.

42.
-29.

12.000
13.000

-2.
-20.

-516.
-550.

8.
-47.

-118.
-141.

-743.
-786.

24.
-80.

-67.
-62.

-701.
-610.

53.
-13.

13.000
14.000

-20.
-15.

-551.
-600.

31.
-24.

-141.
-157.

-789.
-838.

31.
-69.

-89.
-32.

-750.
-658.

81.
13.

Page MB-30

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
35

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14.000
15.000

-15.
36.

-598.
-681.

60.
38.

-157.
-186.

-840.
-866.

48.
-98.

-65.
9.

-819.
-882.

122.
51.

15.000
16.000

36.
141.

-669.
-904.

134.
101.

-186.
-224.

-871.
-755.

24.
-107.

-1.
121.

-881.
-945.

176.
109.

16.000
17.000

141.
310.

-881.
-961.

225.
169.

-224.
-266.

-763.
-812.

-1.
-100.

109.
289.

-936.
-1005.

241.
180.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
36

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1.000
2.000

289.
110.

-1005.
-936.

-180.
-241.

-144.
-111.

-664.
-616.

85.
-5.

68.
-43.

-1094.
-1017.

-104.
-179.

2.000
3.000

121.
-1.

-946.
-881.

-109.
-176.

-111.
-80.

-611.
-570.

81.
-8.

-42.
-104.

-1032.
-956.

-37.
-118.

3.000
4.000

9.
-66.

-882.
-819.

-51.
-122.

-80.
-55.

-565.
-532.

72.
-12.

-104.
-128.

-963.
-893.

17.
-70.

4.000
5.000

-32.
-89.

-658.
-749.

-13.
-81.

-55.
-37.

-528.
-503.

62.
-17.

-128.
-125.

-894.
-833.

55.
-35.

5.000
6.000

-62.
-67.

-611.
-702.

13.
-53.

-37.
-49.

-501.
-479.

53.
-16.

-125.
-78.

-830.
-783.

82.
-11.

6.000
7.000

-27.
-20.

-552.
-544.

29.
-42.

-49.
-30.

-477.
-452.

51.
-6.

-78.
-50.

-777.
-749.

97.
1.

7.000
8.000

-6.
31.

-511.
-588.

66.
-103.

-30.
8.

-444.
-407.

85.
-44.

-51.
10.

-733.
-687.

151.
-67.

8.000
9.000

32.
20.

-496.
-621.

36.
-121.

8.
17.

-405.
-394.

63.
-52.

15.
24.

-681.
-670.

108.
-79.

9.000
10.000

37.
13.

-487.
-617.

25.
-136.

17.
8.

-394.
-405.

52.
-63.

24.
15.

-670.
-682.

79.
-108.

10.000
11.000

14.
-54.

-531.
-678.

19.
-171.

8.
-30.

-407.
-444.

44.
-85.

10.
-50.

-688.
-734.

67.
-152.

11.000
12.000

-51.
-91.

-691.
-722.

-31.
-120.

-30.
-49.

-452.
-477.

6.
-51.

-50.
-78.

-749.
-777.

-1.
-97.

12.000
13.000

-73.
-101.

-608.
-758.

-21.
-119.

-49.
-37.

-479.
-501.

16.
-53.

-78.
-125.

-783.
-830.

11.
-82.

13.000
14.000

-76.
-138.

-628.
-801.

-19.
-120.

-37.
-55.

-503.
-528.

17.
-62.

-125.
-128.

-833.
-894.

35.
-55.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
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Ethiopian Roads Authority

Page MB-31

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
14.000
15.000

-109.
-163.

-650.
-696.

-24.
-123.

-55.
-80.

-532.
-565.

12.
-72.

-127.
-104.

-893.
-963.

70.
-18.

15.000
16.000

-151.
-204.

-691.
-747.

-24.
-124.

-80.
-111.

-570.
-611.

8.
-81.

-104.
-43.

-956.
-1032.

118.
36.

16.000
17.000

-190.
-236.

-742.
-804.

-19.
-117.

-111.
-144.

-616.
-664.

5.
-85.

-43.
67.

-1017.
-1094.

179.
104.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
38

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1.000
2.000

171.
65.

-823.
-755.

-94.
-155.

-80.
-113.

-852.
-790.

-77.

-63.
-94.

-847.
-778.

9.
-66.

2.000
3.000

65.
-5.

-769.
-704.

-49.
-113.

-113.
-121.

-793.
-736.

33.
-49.

-102.
-106.

-787.
-723.

43.
-37.

3.000
4.000

-5.
-44.

-713.
-644.

-13.
-66.

-121.
-112.

-736.
-695.

55.
-43.

-112.
-98.

-729.
-674.

65.
-18.

4.000
5.000

-44.
-49.

-646.
-593.

25.
-34.

-112.
-101.

-694.
-653.

55.
-29.

-104.
-82.

-678.
-637.

77.
-6.

5.000
6.000

-49.
-33.

-592.
-552.

49.
-11.

-101.
-85.

-650.
-615.

62.
-21.

-85.
-68.

-636.
-606.

84.
3.

6.000
7.000

-33.
-7.

-548.
-535.

65.
-4.

-85.
-63.

-612.
-577.

64.
-10.

-69.
-40.

-602.
-577.

87.
14.

7.000
8.000

-7.
39.

-525.
-500.

104.
-54.

-63.
-16.

-567.
-519.

106.
-56.

-42.
12.

-566.
-523.

130.
-35.

8.000
9.000

39.
49.

-497.
-498.

77.
-66.

-16.

-516.
-492.

80.
-65.

10.
30.

-518.
-491.

102.
-42.

9.000
10.000

49.
39.

-499.
-497.

66.
-77.

-16.

-492.
-516.

65.
-80.

22.
24.

-506.
-492.

89.
-56.

10.000
11.000

39.
-7.

-501.
-525.

54.
-104.

-16.
-63.

-519.
-567.

56.
-106.

22.
-24.

-494.
-526.

74.
-86.

11.000
12.000

-7.
-33.

-536.
-548.

4.
-65.

-63.
-85.

-577.
-612.

10.
-64.

-32.
-48.

-551.
-571.

24.
-45.

12.000
13.000

-33.
-49.

-552.
-592.

11.
-49.

-85.
-101.

-615.
-650.

21.
-63.

-61.
-68.

-590.
-625.

36.
-31.

13.000
14.000

-49.
-44.

-593.
-647.

35.
-25.

-101.
-112.

-653.
-694.

29.
-55.

-72.
-51.

-630.
-675.

58.
-10.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
39

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14.000
15.000

-44.
-5.

-644.
-713.

66.
13.

-112.
-121.

-695.
-736.

43.
-55.

-60.
-16.

-683.
-736.

85.
17.

15.000
16.000

-5.
65.

-704.
-769.

113.
49.

-121.
-113.

-736.
-793.

49.
-33.

-21.
54.

-734.
-793.

120.
54.

16.000
17.000

65.
171.

-755.
-823.

155.
94.

-113.
-80.

-790.
-852.

77.

47.
159.

-784.
-848.

164.
100.

Page MB-32

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
NO
DATE
Pro.nr 98034
B.M. Ethiopia
991116

PAGE
40

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1.000
2.000

160.
47.

-848.
-784.

-100.
-164.

-10.
-49.

-767.
-706.

-9.
-80.

33.
-40.

-899.
-831.

-57.
-128.

2.000
3.000

54.
-21.

-793.
-734.

-54.
-120.

-49.
-65.

-710.
-654.

19.
-56.

-40.
-80.

-840.
-776.

-12.
-87.

3.000
4.000

-16.
-60.

-736.
-683.

-17.
-85.

-65.
-67.

-655.
-606.

37.
-38.

-80.
-95.

-781.
-724.

22.
-55.

4.000
5.000

-51.
-72.

-674.
-630.

10.
-58.

-67.
-59.

-605.
-566.

47.
-27.

-95.
-92.

-724.
-676.

46.
-31.

5.000
6.000

-68.
-61.

-625.
-590.

31.
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52.
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64.
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6.000
7.000

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45.
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56.
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75.

7.000
8.000

-24.
22.

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86.
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8.

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94.
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10.

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121.
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8.000
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24.
22.

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56.
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8.
19.

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70.
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13.
24.

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88.
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9.000
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30.
10.

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19.
8.

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58.
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24.
13.

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65.
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10.000
11.000

12.
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35.
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8.
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49.
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10.
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-549.
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53.
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11.000
12.000

-40.
-69.

-577.
-602.

-14.
-87.

-33.
-54.

-502.
-530.

7.
-56.

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-604.
-631.

-75.

12.000
13.000

-68.
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-59.

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18.
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-674.

13.
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13.000
14.000

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6.
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-67.

-566.
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27.
-47.

-92.
-95.

-676.
-725.

31.
-46.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
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41

:
:

0
G R O S S F O R C E S
I
I
LC-ASI MIN-Q
I
LC-ASI MAX-N
I
LC-ASI MIN-N
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
M
I
N
I
Q
I
M
I
N
I
Q
I
M
I
N
I
Q
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
14.000
15.000

-98.
-113.

-674.
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18.
-65.

-67.
-65.

-606.
-655.

38.
-37.

-95.
-80.

-724.
-781.

55.
-23.

15.000
16.000

-106.
-102.

-723.
-788.

37.
-43.

-65.
-49.

-654.
-710.

56.
-19.

-80.
-40.

-777.
-840.

87.
11.

16.000
17.000

-94.
-63.

-778.
-847.

66.
-9.

-49.
-10.

-706.
-767.

80.
9.

-40.
33.

-831.
-899.

128.
56.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
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42

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:

Ethiopian Roads Authority

Page MB-33

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

R E A C T I O N S
I
I
qdc
I
qev
I
qeh
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-143.

-279.

92.

-256.

-456.

145.

144.

-188.

17

143.

-279.

-92.

256.

-456.

-145.

-144.

188.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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43

:
:

0
R E A C T I O N S
I
I
qLL MAX-RM
I
qLL MIN-RM
I
qLL MAX-RETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-11.

-7.

21.

-3.

-15.

-10.

17

3.

-15.

10.

11.

-7.

-21.

14.

-21.

-11.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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44

:
:

0
R E A C T I O N S
I
I
qLL MIN-RETA
I
qLL MAX-RZETA
I
qLL MIN-RZETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-14.

-21.

11.

17

-14.

-22.

11.

14.

-22.

-11.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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PAGE
45

:
:

0
R E A C T I O N S
I
I
dpls MAX-RM
I
dpls MIN-RM
I
dpls MAX-RETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

38.

17

-38.

-59.

38.

-59.

59.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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46

:
:

0
R E A C T I O N S
I
I
dpls MIN-RETA
I
dpls MAX-RZETA
I
dpls MIN-RZETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I

Page MB-34

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

1
17

-38.

59.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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991116

PAGE
47

:
:

0
R E A C T I O N S
I
I
p-truck MAX-RM
I
p-truck MIN-RM
I
p-truck MAX-RETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-52.

-30.

101.

-12.

-73.

-49.

17

12.

-73.

49.

53.

-30.

-101.

-2.
60.

-56.

-75.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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PAGE
48

:
:

0
R E A C T I O N S
I
I
p-truck MIN-RETA
I
p-truck MAX-RZETA
I
p-truck MIN-RZETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-60.

17

-50.

79.

-2.

-30.

-92.

-28.

30.

-92.

28.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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49

:
:

0
R E A C T I O N S
I
I
p-tandem MAX-RM
I
p-tandem MIN-RM
I
p-tandem MAX-RETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-48.

-24.

101.

-12.

-69.

-60.

17

12.

-69.

60.

48.

-24.

-101.

53.

-36.

-85.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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PAGE
50

:
:

0
R E A C T I O N S
I
I
p-tandem MIN-RETA
I
p-tandem MAX-RZETA
I
p-tandem MIN-RZETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-53.

17

-36.

84.

-4.

-71.

-45.

4.

-71.

45.

Ethiopian Roads Authority

Page MB-35

Appendix MB
Masonry Bridge Design

NORDCAD AB

Bridge Design Manual - 2002

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
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DATE
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991116

PAGE
51

:
:

0
R E A C T I O N S
I
I
Live-Load MAX-RM
I
Live-Load MIN-RM
I
Live-Load MAX-RETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-59.

-31.

122.

-15.

-84.

-70.

17

15.

-84.

70.

59.

-31.

-122.

-2.
74.

-78.

-86.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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52

:
:

0
R E A C T I O N S
I
I
Live-Load MIN-RETA
I
Live-Load MAX-RZETA
I
Live-Load MIN-RZETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-74.

17

-71.

90.

-2.

-44.

-114.

-16.

44.

-114.

16.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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991116

PAGE
53

:
:

0
R E A C T I O N S
I
I
LC-ASLS MAX-RM
I
LC-ASLS MIN-RM
I
LC-ASLS MAX-RETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-424.

-878.

310.

-125.

-809.

-266.

-99.

-662.

-144.

17

125.

-809.

266.

425.

-879.

-310.

450.

-961.

-246.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
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991116

PAGE
54

:
:

0
R E A C T I O N S
I
I
LC-ASLS MIN-RETA
I
LC-ASLS MAX-RZETA
I
LC-ASLS MIN-RZETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-450.

-949.

254.

-229.

-662.

44.

-398.

-1024.

67.

17

99.

-662.

144.

229.

-662.

-44.

398.

-1024.

-67.

NORDCAD AB

Page MB-36

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
CONSTR.IDENT
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991116

PAGE
55

:
:

Ethiopian Roads Authority

Appendix MB
Masonry Bridge Design

Bridge Design Manual - 2002

0
R E A C T I O N S

I
I
LC-ASI MAX-RM
I
LC-ASI MIN-RM
I
LC-ASI MAX-RETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-314.

-766.

171.

-232.

-819.

-80.

-217.

-735.

-10.

17

232.

-819.

80.

314.

-766.

-171.

329.

-813.

-135.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
PROJECT IDENT
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PAGE
56

:
:

0
R E A C T I O N S
I
I
LC-ASI MIN-RETA
I
LC-ASI MAX-RZETA
I
LC-ASI MIN-RZETA
I
I POINTS
I--------------------------------I--------------------------------I--------------------------------I
I
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
R-ETA I
R-ZETA I
R-M
I
I-----------I----------I----------I----------I----------I----------I----------I----------I----------I----------I
1

-329.

-806.

139.

-255.

-735.

49.

-299.

-849.

32.

17

217.

-735.

10.

255.

-735.

-49.

299.

-849.

-33.

NORDCAD AB

S T R I P
STEP 2 PC-02-920901 Bridge Manual Ethiopia
CONSTRUCTION TYPE FRAME
Masonry bridge 12 m length
RESULTS
BROKONSULT AB TEL 08/6309700 FAX 7326385
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0
0
0T A B L E
0
ECHOPRINT
0

O F

PAGE
-1

:
:

C O N T E N T S
PAGE
1
2
2
3
4
8
8
9
9

UNITS
MATERIAL PROPERTIES
ELEMENT TYPES
GEOMETRY OF SYSTEM
STANDARD LOADCASES
TRACKS
TRAFFIC LOAD GROUPS
TRAFFIC LOADCASES
LOADCOMBINATIONS

0
RESULTS
0

I LOAD COMBINATION I STABI- I STRESSES I GROSS - I

REAC- I DEFOR- I
I NAME
I
LITY I
I FORCES I
TIONS I MATIONS I
I------------------I----------I----------I----------I----------I----------I
qdc
qev
qeh
qLL
dpls

12
12
12
14
18

42
42
42
43
45

p-truck
p-tandem
Live-Load
LC-ASLS
LC-ASI

22
26
30
34
38

47
49
51
53
55

0
LAST PAGE OF THIS CALCULATION

56

Ethiopian Roads Authority

Page MB-37