WEIGHT CO

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lat
FLOOR FINISHES Ceramic or quarry tile (20
UTILITIES Electricity, Gas, W
WATER PROOFING Bituminous, s
WALLS (Exterior) 6" CHB + Plastering o
WALLS (Interior) 4" CHB + Plastering o
GLASS Windows, glass
SPRINKLER Spri
γ CONCRETE Unit Weight

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT
ROOF DECK
4TH FLOOR
3RD FLOOR
2ND FLOOR

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE
A-B
B-C
C-D
ROOFDECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
2ND FLOOR
D-E
E-F

SLAB WEIGHT COMPUTATION

FLOOR SLAB
SLAB THICKNESS
Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

SUPER IMPOSED DEAD LOAD C

LEVEL GRID LONGITUDINAL TRANSVERSE
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH
6"
6"
6"
6"
6"
5THFLOOR 6"
6"
5THFLOOR

6"
6"
6"
6"
6"
4TH FLOOR 6"
6"

6"
6"
6"
6"
6"
3RD FLOOR 6"
6"

6"
6"
6"
6"
6"
2ND FLOOR 6"
6"
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
Suspended metal lath and gypsum plaster
Ceramic or quarry tile (20mm) on 25mm mortar bed
Electricity, Gas, Water and Sewage
Bituminous, smooth surface
6" CHB + Plastering on both side and mortar
4" CHB + Plastering on both side and mortar
Windows, glass, frame and sash
Sprinkler
Unit Weight of Concrete

LOAD COMPUTATION (SELFWEIGHT)

DESIGN LOAD HEIGHT FREQUENCY LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

AD COMPUTATION ( SELFWEIGHT)
UNIT WEIGHT DESIGN LOAD LENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
 0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

LAB WEIGHT COMPUTATION

ROOF DECK SLAB
Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
Wwaterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

SUPER IMPOSED DEAD LOAD COMPUTATION

LONG SPAN SHORT SPAN k (Long/Short) W LOAD REMARKS
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

R & INTERIOR)
W LOAD
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN

0.00 kPa 0.00 kN

0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN

0.00 kPa 0.00 kN

0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

LEVEL COLUMN BEAM
ROOF DECK 0.00 kN 0.00 kN
4TH FLOOR 0.00 kN 0.00 kN
3RD FLOOR 0.00 kN 0.00 kN
2ND FLOOR 0.00 kN 0.00 kN

BASE SHEAR COMPUTAT

#REF!
DESIGN DATA
Ct I R
0.085 1.00 8.00

Period of Vibration (sec)

T = Ct(Hn^(3/4)) #REF!

Total Design Base Shear

CvIW
V = #VALUE!
RT

Max Base Shear (kN)

2.5CaIW
Vmax= #VALUE!
R

Min. Base Shear (kN)

Vmin.1 = 0.11CaIW #VALUE!

Min. Base Shear (Zone 4)(kN)

0.8zNvIW
Vmin.2 = #VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMP

(V-Ft)Wxhx
Fx =
∑Wxhx

Level Wx h

Roof Deck #VALUE! 4.00 m

4th Floor #VALUE! 4.00 m
 3rd Floor #VALUE! 4.00 m
2nd Floor #VALUE! 4.00 m
#VALUE!

TOTAL BEAM
POINT LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0.00 kN
0.00 kN
0.00 kN
0.00 kN
#VALUE!
#VALUE!

0.00 kN
0.00 kN
0.00 kN
#VALUE!
#VALUE!
 BASE SHEAR

ARY OF LOADS (KN)

SIDL WALLS
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

#REF!
DESIGN DATA
Na Nv Ca Cv z
1.00 1.00 0.44 0.64 0.40

If T < 0.7 sec : Ft = 0

If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
0.07 TV = #REF!
0.25 V = #VALUE!
#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

ON OF LATERAL FORCES COMPUTATION

Use:
V= 0.00 kN
Ft = 0.00 kN

Lateral Forces,
hx Wxhx Storey Shear, Vx
Fx
16.00 m #VALUE! #VALUE! #VALUE!
12.00 m #VALUE! #VALUE! #VALUE!
8.00 m #VALUE! #VALUE! #VALUE!
4.00 m #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE!
 PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT V 2V TOTAL V External Col

RD #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
4F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
3F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
2F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!

BEAM LENGTH 8.0 m 8.0 m 8.0 m 8.0 m 8.0 m 8.0 m

COLUMN SHEAR FORCE

A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
COLUMN MOMENT
A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM MOMENT
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM SHEAR FORCE
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM AXIAL FORCE
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
COLUMN AXIAL FORCE
A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
 FRAME 1 - 1 )

Internal Col
#VALUE!
#VALUE!
#VALUE!
#VALUE!

RCE

CE

CE

RCE
 WEIGHT CO

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lat
FLOOR FINISHES Ceramic or quarry tile (20
UTILITIES Electricity, Gas, W
WATER PROOFING Bituminous, s
WALLS (Exterior) 6" CHB + Plastering o
WALLS (Interior) 4" CHB + Plastering o
GLASS Windows, glass
SPRINKLER Spri
γ CONCRETE Unit Weight

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT
ROOF DECK
4TH FLOOR
3RD FLOOR
2ND FLOOR

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE
A-B
B-C
C-D
ROOFDECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
2ND FLOOR
D-E
E-F

SLAB WEIGHT COMPUTATION

FLOOR SLAB
SLAB THICKNESS
Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

SUPER IMPOSED DEAD LOAD C

LEVEL GRID LONGITUDINAL TRANSVERSE
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH
6"
6"
6"
6"
6"
5THFLOOR 6"
6"
5THFLOOR

6"
6"
6"
6"
6"
4TH FLOOR 6"
6"

6"
6"
6"
6"
6"
3RD FLOOR 6"
6"

6"
6"
6"
6"
6"
2ND FLOOR 6"
6"
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
Suspended metal lath and gypsum plaster
Ceramic or quarry tile (20mm) on 25mm mortar bed
Electricity, Gas, Water and Sewage
Bituminous, smooth surface
6" CHB + Plastering on both side and mortar
4" CHB + Plastering on both side and mortar
Windows, glass, frame and sash
Sprinkler
Unit Weight of Concrete

LOAD COMPUTATION (SELFWEIGHT)

DESIGN LOAD HEIGHT FREQUENCY LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

AD COMPUTATION ( SELFWEIGHT)
UNIT WEIGHT DESIGN LOAD LENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
 0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

LAB WEIGHT COMPUTATION

ROOF DECK SLAB
Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
Wwaterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

SUPER IMPOSED DEAD LOAD COMPUTATION

LONG SPAN SHORT SPAN k (Long/Short) W LOAD REMARKS
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

R & INTERIOR)
W LOAD
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN

0.00 kPa 0.00 kN

0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN

0.00 kPa 0.00 kN

0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

LEVEL COLUMN BEAM
ROOF DECK 0.00 kN 0.00 kN
4TH FLOOR 0.00 kN 0.00 kN
3RD FLOOR 0.00 kN 0.00 kN
2ND FLOOR 0.00 kN 0.00 kN

BASE SHEAR COMPUTAT

#REF!
DESIGN DATA
Ct I R
0.085 1.00 8.00

Period of Vibration (sec)

T = Ct(Hn^(3/4)) #REF!

Total Design Base Shear

CvIW
V = #VALUE!
RT

Max Base Shear (kN)

2.5CaIW
Vmax= #VALUE!
R

Min. Base Shear (kN)

Vmin.1 = 0.11CaIW #VALUE!

Min. Base Shear (Zone 4)(kN)

0.8zNvIW
Vmin.2 = #VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMP

(V-Ft)Wxhx
Fx =
∑Wxhx

Level Wx h

Roof Deck #VALUE! 4.00 m

4th Floor #VALUE! 4.00 m
 3rd Floor #VALUE! 4.00 m
2nd Floor #VALUE! 4.00 m
#VALUE!

TOTAL BEAM
POINT LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0.00 kN
0.00 kN
0.00 kN
0.00 kN
#VALUE!
#VALUE!

0.00 kN
0.00 kN
0.00 kN
#VALUE!
#VALUE!
 BASE SHEAR

ARY OF LOADS (KN)

SIDL WALLS
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

#REF!
DESIGN DATA
Na Nv Ca Cv z
1.00 1.00 0.44 0.64 0.40

If T < 0.7 sec : Ft = 0

If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
0.07 TV = #REF!
0.25 V = #VALUE!
#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

ON OF LATERAL FORCES COMPUTATION

Use:
V= 0.00 kN
Ft = 0.00 kN

Lateral Forces,
hx Wxhx Storey Shear, Vx
Fx
16.00 m #VALUE! #VALUE! #VALUE!
12.00 m #VALUE! #VALUE! #VALUE!
8.00 m #VALUE! #VALUE! #VALUE!
4.00 m #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE!
 PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT V 2V TOTAL V External Col

RD #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
4F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
3F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
2F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!

BEAM LENGTH 8.0 m 8.0 m 8.0 m 8.0 m 8.0 m 8.0 m

COLUMN SHEAR FORCE

A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
COLUMN MOMENT
A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM MOMENT
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM SHEAR FORCE
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM AXIAL FORCE
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
COLUMN AXIAL FORCE
A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
 FRAME 1 - 1 )

Internal Col
#VALUE!
#VALUE!
#VALUE!
#VALUE!

RCE

CE

CE

RCE
 WEIGHT CO

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lat
FLOOR FINISHES Ceramic or quarry tile (20
UTILITIES Electricity, Gas, W
WATER PROOFING Bituminous, s
WALLS (Exterior) 6" CHB + Plastering o
WALLS (Interior) 4" CHB + Plastering o
GLASS Windows, glass
SPRINKLER Spri
γ CONCRETE Unit Weight

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT
ROOF DECK
4TH FLOOR
3RD FLOOR
2ND FLOOR

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE
A-B
B-C
C-D
ROOFDECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
2ND FLOOR
D-E
E-F

SLAB WEIGHT COMPUTATION

FLOOR SLAB
SLAB THICKNESS
Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

SUPER IMPOSED DEAD LOAD C

LEVEL GRID LONGITUDINAL TRANSVERSE
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH
6"
6"
6"
6"
6"
5THFLOOR 6"
6"
5THFLOOR

6"
6"
6"
6"
6"
4TH FLOOR 6"
6"

6"
6"
6"
6"
6"
3RD FLOOR 6"
6"

6"
6"
6"
6"
6"
2ND FLOOR 6"
6"
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
Suspended metal lath and gypsum plaster
Ceramic or quarry tile (20mm) on 25mm mortar bed
Electricity, Gas, Water and Sewage
Bituminous, smooth surface
6" CHB + Plastering on both side and mortar
4" CHB + Plastering on both side and mortar
Windows, glass, frame and sash
Sprinkler
Unit Weight of Concrete

LOAD COMPUTATION (SELFWEIGHT)

DESIGN LOAD HEIGHT FREQUENCY LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

AD COMPUTATION ( SELFWEIGHT)
UNIT WEIGHT DESIGN LOAD LENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
 0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

LAB WEIGHT COMPUTATION

ROOF DECK SLAB
Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
Wwaterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

SUPER IMPOSED DEAD LOAD COMPUTATION

LONG SPAN SHORT SPAN k (Long/Short) W LOAD REMARKS
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

R & INTERIOR)
W LOAD
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN

0.00 kPa 0.00 kN

0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN

0.00 kPa 0.00 kN

0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

LEVEL COLUMN BEAM
ROOF DECK 0.00 kN 0.00 kN
4TH FLOOR 0.00 kN 0.00 kN
3RD FLOOR 0.00 kN 0.00 kN
2ND FLOOR 0.00 kN 0.00 kN

BASE SHEAR COMPUTAT

#REF!
DESIGN DATA
Ct I R
0.085 1.00 8.00

Period of Vibration (sec)

T = Ct(Hn^(3/4)) #REF!

Total Design Base Shear

CvIW
V = #VALUE!
RT

Max Base Shear (kN)

2.5CaIW
Vmax= #VALUE!
R

Min. Base Shear (kN)

Vmin.1 = 0.11CaIW #VALUE!

Min. Base Shear (Zone 4)(kN)

0.8zNvIW
Vmin.2 = #VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMP

(V-Ft)Wxhx
Fx =
∑Wxhx

Level Wx h

Roof Deck #VALUE! 4.00 m

4th Floor #VALUE! 4.00 m
 3rd Floor #VALUE! 4.00 m
2nd Floor #VALUE! 4.00 m
#VALUE!

TOTAL BEAM
POINT LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0.00 kN
0.00 kN
0.00 kN
0.00 kN
#VALUE!
#VALUE!

0.00 kN
0.00 kN
0.00 kN
#VALUE!
#VALUE!
 BASE SHEAR

ARY OF LOADS (KN)

SIDL WALLS
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

#REF!
DESIGN DATA
Na Nv Ca Cv z
1.00 1.00 0.44 0.64 0.40

If T < 0.7 sec : Ft = 0

If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
0.07 TV = #REF!
0.25 V = #VALUE!
#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

ON OF LATERAL FORCES COMPUTATION

Use:
V= 0.00 kN
Ft = 0.00 kN

Lateral Forces,
hx Wxhx Storey Shear, Vx
Fx
16.00 m #VALUE! #VALUE! #VALUE!
12.00 m #VALUE! #VALUE! #VALUE!
8.00 m #VALUE! #VALUE! #VALUE!
4.00 m #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE!
 PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT V 2V TOTAL V External Col

RD #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
4F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
3F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
2F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!

BEAM LENGTH 8.0 m 8.0 m 8.0 m 8.0 m 8.0 m 8.0 m

COLUMN SHEAR FORCE

A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
COLUMN MOMENT
A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM MOMENT
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM SHEAR FORCE
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM AXIAL FORCE
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
COLUMN AXIAL FORCE
A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
 FRAME 1 - 1 )

Internal Col
#VALUE!
#VALUE!
#VALUE!
#VALUE!

RCE

CE

CE

RCE
 WEIGHT CO

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lat
FLOOR FINISHES Ceramic or quarry tile (20
UTILITIES Electricity, Gas, W
WATER PROOFING Bituminous, s
WALLS (Exterior) 6" CHB + Plastering o
WALLS (Interior) 4" CHB + Plastering o
GLASS Windows, glass
SPRINKLER Spri
γ CONCRETE Unit Weight

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT
ROOF DECK
4TH FLOOR
3RD FLOOR
2ND FLOOR

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE
A-B
B-C
C-D
ROOFDECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
2ND FLOOR
D-E
E-F

SLAB WEIGHT COMPUTATION

FLOOR SLAB
SLAB THICKNESS
Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

SUPER IMPOSED DEAD LOAD C

LEVEL GRID LONGITUDINAL TRANSVERSE
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH
6"
6"
6"
6"
6"
5THFLOOR 6"
6"
5THFLOOR

6"
6"
6"
6"
6"
4TH FLOOR 6"
6"

6"
6"
6"
6"
6"
3RD FLOOR 6"
6"

6"
6"
6"
6"
6"
2ND FLOOR 6"
6"
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
Suspended metal lath and gypsum plaster
Ceramic or quarry tile (20mm) on 25mm mortar bed
Electricity, Gas, Water and Sewage
Bituminous, smooth surface
6" CHB + Plastering on both side and mortar
4" CHB + Plastering on both side and mortar
Windows, glass, frame and sash
Sprinkler
Unit Weight of Concrete

LOAD COMPUTATION (SELFWEIGHT)

DESIGN LOAD HEIGHT FREQUENCY LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

AD COMPUTATION ( SELFWEIGHT)
UNIT WEIGHT DESIGN LOAD LENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
 0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN

LAB WEIGHT COMPUTATION

ROOF DECK SLAB
Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
Wwaterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

SUPER IMPOSED DEAD LOAD COMPUTATION

LONG SPAN SHORT SPAN k (Long/Short) W LOAD REMARKS
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE!

R & INTERIOR)
W LOAD
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN

0.00 kPa 0.00 kN

0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN

0.00 kPa 0.00 kN

0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
0.00 kPa 0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

LEVEL COLUMN BEAM
ROOF DECK 0.00 kN 0.00 kN
4TH FLOOR 0.00 kN 0.00 kN
3RD FLOOR 0.00 kN 0.00 kN
2ND FLOOR 0.00 kN 0.00 kN

BASE SHEAR COMPUTAT

#REF!
DESIGN DATA
Ct I R
0.085 1.00 8.00

Period of Vibration (sec)

T = Ct(Hn^(3/4)) #REF!

Total Design Base Shear

CvIW
V = #VALUE!
RT

Max Base Shear (kN)

2.5CaIW
Vmax= #VALUE!
R

Min. Base Shear (kN)

Vmin.1 = 0.11CaIW #VALUE!

Min. Base Shear (Zone 4)(kN)

0.8zNvIW
Vmin.2 = #VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMP

(V-Ft)Wxhx
Fx =
∑Wxhx

Level Wx h

Roof Deck #VALUE! 4.00 m

4th Floor #VALUE! 4.00 m
 3rd Floor #VALUE! 4.00 m
2nd Floor #VALUE! 4.00 m
#VALUE!

TOTAL BEAM
POINT LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0.00 kN
0.00 kN
0.00 kN
0.00 kN
#VALUE!
#VALUE!

0.00 kN
0.00 kN
0.00 kN
#VALUE!
#VALUE!
 BASE SHEAR

ARY OF LOADS (KN)

SIDL WALLS
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

#REF!
DESIGN DATA
Na Nv Ca Cv z
1.00 1.00 0.44 0.64 0.40

If T < 0.7 sec : Ft = 0

If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
0.07 TV = #REF!
0.25 V = #VALUE!
#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

ON OF LATERAL FORCES COMPUTATION

Use:
V= 0.00 kN
Ft = 0.00 kN

Lateral Forces,
hx Wxhx Storey Shear, Vx
Fx
16.00 m #VALUE! #VALUE! #VALUE!
12.00 m #VALUE! #VALUE! #VALUE!
8.00 m #VALUE! #VALUE! #VALUE!
4.00 m #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE!
 PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT V 2V TOTAL V External Col

RD #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
4F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
3F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!
2F #VALUE! #VALUE! 4.00 m 2 4 10 #VALUE!

BEAM LENGTH 8.0 m 8.0 m 8.0 m 8.0 m 8.0 m 8.0 m

COLUMN SHEAR FORCE

A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
COLUMN MOMENT
A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM MOMENT
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM SHEAR FORCE
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
BEAM AXIAL FORCE
A-B B-C C-D D-E E-F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
COLUMN AXIAL FORCE
A B C D E F
RD #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
4F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
2F #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
 FRAME 1 - 1 )

Internal Col
#VALUE!
#VALUE!
#VALUE!
#VALUE!

RCE

CE

CE

RCE
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lath and gypsum plaster
FLOOR FINISHES Ceramic or quarry tile (20mm) on 25mm mortar
UTILITIES Electricity, Gas, Water and Sewage
WATER PROOFING Bituminous, smooth surface
WALLS (Exterior) 6" CHB + Plastering on both side and morta
WALLS (Interior) 4" CHB + Plastering on both side and morta
GLASS Windows, glass, frame and sash
SPRINKLER Sprinkler
γ CONCRETE Unit Weight of Concrete

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT DESIGN LOAD
ROOF DECK 0.00 kN/m
4TH FLOOR 0.00 kN/m
3RD FLOOR 0.00 kN/m
2ND FLOOR 0.00 kN/m

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE UNIT WEIGHT
1 -- 2
2 -- 3
3 -- 4
ROOFDECK

1 -- 2
2 -- 3
3 -- 4
4TH FLOOR

1 -- 2
2 -- 3
3 -- 4
3RD FLOOR

1 -- 2
2 -- 3

2ND FLOOR
 3 -- 4
2ND FLOOR

SLAB WEIGHT COMPUTATION

FLOOR SLAB ROOF DECK SLAB
SLAB THICKNESS Wceiling =
Wceiling = 0.00 kPa Wfloor fin. =
Wfloor fin. = 0.00 kPa Wutilities =
Wutilities = 0.00 kPa WSprinkler =
WSprinkler = 0.00 kPa Wwaterproofing =
Wslab = 0.00 kPa Wslab =
TOTAL 0.00 kPa TOTAL

SUPER IMPOSED DEAD LOAD COMPUTATION

LEVEL GRID LONGITUDINAL TRANSVERSE LONG SPAN
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH W
6" 0.00 kPa
 6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
5THFLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
4TH FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
3RD FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
2ND FLOOR 6" 0.00 kPa
6" 0.00 kPa
MPUTATION

d metal lath and gypsum plaster LEVEL

rry tile (20mm) on 25mm mortar bed ROOF DECK
ity, Gas, Water and Sewage 4TH FLOOR
minous, smooth surface 3RD FLOOR
astering on both side and mortar 2ND FLOOR
astering on both side and mortar
ows, glass, frame and sash
Sprinkler
nit Weight of Concrete

EIGHT) Ct
HEIGHT FREQUENCY LOAD 0.085
4.00 m 0.00 kN
4.00 m 0.00 kN Period of Vibration (sec)
4.00 m 0.00 kN T = Ct(Hn^(3/4))
4.00 m 0.00 kN
Total Design Base Shear
IGHT)
V =
DESIGN LOADLENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Max Base Shear (kN)
0.00 kN/m 0.00 kN
Vmax=

Min. Base Shear (kN)

0.00 kN/m 0.00 kN Vmin.1 =
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Min. Base Shear (Zone 4)(kN)

Vmin.2 =

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
Fx =

Level
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Roof Deck
 0.00 kN/m 0.00 kN 4th Floor
3rd Floor
2nd Floor
G Floor

ROOF DECK SLAB

Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
waterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

TOTAL
D COMPUTATION BEAM
SHORT SPAN
k (Long/Short) W LOAD REMARKS POINT
LOAD
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

COLUMN BEAM SIDL WALLS
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

STRUCTURE HEIGHT = 16.00
DESIGN DATA
I R Na Nv Ca
1.00 8.00 1.00 1.00 0.44

Vibration (sec)
T = Ct(Hn^(3/4)) 0.68 If T < 0.7 sec : Ft = 0
If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
ign Base Shear 0.07 TV =
CvIW 0.25 V =
#VALUE!
RT

Shear (kN)
2.5CaIW
#VALUE!
R

Shear (kN)
0.11CaIW #VALUE! #VALUE!

Shear (Zone 4)(kN)

0.8zNvIW
#VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMPUTATION

Use:
(V-Ft)Wxhx V= 1.00
∑Wxhx Ft = 0.00

Wx h hx Wxhx Lateral Forces, Fx

#VALUE! 4.00 m 16.00 m #VALUE! #VALUE!

#VALUE! 4.00 m 12.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 8.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 4.00 m #VALUE! #VALUE!
#VALUE! 0.00 m 0.00 m #VALUE! #VALUE!
 PORTAL FRAME A

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT

RD #VALUE! #VALUE! 4.00 m
4F #VALUE! #VALUE! 4.00 m
3F #VALUE! #VALUE! 4.00 m
2F #VALUE! #VALUE! 4.00 m

BEAM LENGTH 10.0 m 10.0 m

COLUMN
1 2
RD #VALUE! #VALUE!
Cv z 4F #VALUE! #VALUE!
0.64 0.40 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
COLU
7 sec : Ft = 0 1 2
7 sec : Ft = 0.07 TV < 0.25 V RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEA
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
#VALUE! BEAM
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEAM
A-B B-C
kN RD #VALUE! #VALUE!
kN 4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
Storey 2F #VALUE! #VALUE!
Shear, Vx COLUM
#VALUE! 1 2
#VALUE! RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

V 2V TOTAL V External Col Internal Col

2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!

10.0 m

COLUMN SHEAR FORCE

3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
COLUMN MOMENT
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
BEAM MOMENT
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM SHEAR FORCE
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM AXIAL FORCE
C-D
#VALUE!
#VALUE!
#VALUE!
#VALUE!
COLUMN AXIAL FORCE
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lath and gypsum plaster
FLOOR FINISHES Ceramic or quarry tile (20mm) on 25mm mortar
UTILITIES Electricity, Gas, Water and Sewage
WATER PROOFING Bituminous, smooth surface
WALLS (Exterior) 6" CHB + Plastering on both side and morta
WALLS (Interior) 4" CHB + Plastering on both side and morta
GLASS Windows, glass, frame and sash
SPRINKLER Sprinkler
γ CONCRETE Unit Weight of Concrete

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT DESIGN LOAD
ROOF DECK 0.00 kN/m
4TH FLOOR 0.00 kN/m
3RD FLOOR 0.00 kN/m
2ND FLOOR 0.00 kN/m

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE UNIT WEIGHT
1 -- 2
2 -- 3
3 -- 4
ROOFDECK

1 -- 2
2 -- 3
3 -- 4
4TH FLOOR

1 -- 2
2 -- 3
3 -- 4
3RD FLOOR

1 -- 2
2 -- 3

2ND FLOOR
 3 -- 4
2ND FLOOR

SLAB WEIGHT COMPUTATION

FLOOR SLAB ROOF DECK SLAB
SLAB THICKNESS Wceiling =
Wceiling = 0.00 kPa Wfloor fin. =
Wfloor fin. = 0.00 kPa Wutilities =
Wutilities = 0.00 kPa WSprinkler =
WSprinkler = 0.00 kPa Wwaterproofing =
Wslab = 0.00 kPa Wslab =
TOTAL 0.00 kPa TOTAL

SUPER IMPOSED DEAD LOAD COMPUTATION

LEVEL GRID LONGITUDINAL TRANSVERSE LONG SPAN
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH W
6" 0.00 kPa
 6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
5THFLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
4TH FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
3RD FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
2ND FLOOR 6" 0.00 kPa
6" 0.00 kPa
MPUTATION

d metal lath and gypsum plaster LEVEL

rry tile (20mm) on 25mm mortar bed ROOF DECK
ity, Gas, Water and Sewage 4TH FLOOR
minous, smooth surface 3RD FLOOR
astering on both side and mortar 2ND FLOOR
astering on both side and mortar
ows, glass, frame and sash
Sprinkler
nit Weight of Concrete

EIGHT) Ct
HEIGHT FREQUENCY LOAD 0.085
4.00 m 0.00 kN
4.00 m 0.00 kN Period of Vibration (sec)
4.00 m 0.00 kN T = Ct(Hn^(3/4))
4.00 m 0.00 kN
Total Design Base Shear
IGHT)
V =
DESIGN LOADLENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Max Base Shear (kN)
0.00 kN/m 0.00 kN
Vmax=

Min. Base Shear (kN)

0.00 kN/m 0.00 kN Vmin.1 =
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Min. Base Shear (Zone 4)(kN)

Vmin.2 =

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
Fx =

Level
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Roof Deck
 0.00 kN/m 0.00 kN 4th Floor
3rd Floor
2nd Floor
G Floor

ROOF DECK SLAB

Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
waterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

TOTAL
D COMPUTATION BEAM
SHORT SPAN
k (Long/Short) W LOAD REMARKS POINT
LOAD
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

COLUMN BEAM SIDL WALLS
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

STRUCTURE HEIGHT = 16.00
DESIGN DATA
I R Na Nv Ca
1.00 8.00 1.00 1.00 0.44

Vibration (sec)
T = Ct(Hn^(3/4)) 0.68 If T < 0.7 sec : Ft = 0
If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
ign Base Shear 0.07 TV =
CvIW 0.25 V =
#VALUE!
RT

Shear (kN)
2.5CaIW
#VALUE!
R

Shear (kN)
0.11CaIW #VALUE! #VALUE!

Shear (Zone 4)(kN)

0.8zNvIW
#VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMPUTATION

Use:
(V-Ft)Wxhx V= 1.00
∑Wxhx Ft = 0.00

Wx h hx Wxhx Lateral Forces, Fx

#VALUE! 4.00 m 16.00 m #VALUE! #VALUE!

#VALUE! 4.00 m 12.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 8.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 4.00 m #VALUE! #VALUE!
#VALUE! 0.00 m 0.00 m #VALUE! #VALUE!
 PORTAL FRAME A

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT

RD #VALUE! #VALUE! 4.00 m
4F #VALUE! #VALUE! 4.00 m
3F #VALUE! #VALUE! 4.00 m
2F #VALUE! #VALUE! 4.00 m

BEAM LENGTH 10.0 m 10.0 m

COLUMN
1 2
RD #VALUE! #VALUE!
Cv z 4F #VALUE! #VALUE!
0.64 0.40 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
COLU
7 sec : Ft = 0 1 2
7 sec : Ft = 0.07 TV < 0.25 V RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEA
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
#VALUE! BEAM
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEAM
A-B B-C
kN RD #VALUE! #VALUE!
kN 4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
Storey 2F #VALUE! #VALUE!
Shear, Vx COLUM
#VALUE! 1 2
#VALUE! RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

V 2V TOTAL V External Col Internal Col

2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!

10.0 m

COLUMN SHEAR FORCE

3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
COLUMN MOMENT
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
BEAM MOMENT
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM SHEAR FORCE
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM AXIAL FORCE
C-D
#VALUE!
#VALUE!
#VALUE!
#VALUE!
COLUMN AXIAL FORCE
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lath and gypsum plaster
FLOOR FINISHES Ceramic or quarry tile (20mm) on 25mm mortar
UTILITIES Electricity, Gas, Water and Sewage
WATER PROOFING Bituminous, smooth surface
WALLS (Exterior) 6" CHB + Plastering on both side and morta
WALLS (Interior) 4" CHB + Plastering on both side and morta
GLASS Windows, glass, frame and sash
SPRINKLER Sprinkler
γ CONCRETE Unit Weight of Concrete

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT DESIGN LOAD
ROOF DECK 0.00 kN/m
4TH FLOOR 0.00 kN/m
3RD FLOOR 0.00 kN/m
2ND FLOOR 0.00 kN/m

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE UNIT WEIGHT
1 -- 2
2 -- 3
3 -- 4
ROOFDECK

1 -- 2
2 -- 3
3 -- 4
4TH FLOOR

1 -- 2
2 -- 3
3 -- 4
3RD FLOOR

1 -- 2
2 -- 3

2ND FLOOR
 3 -- 4
2ND FLOOR

SLAB WEIGHT COMPUTATION

FLOOR SLAB ROOF DECK SLAB
SLAB THICKNESS Wceiling =
Wceiling = 0.00 kPa Wfloor fin. =
Wfloor fin. = 0.00 kPa Wutilities =
Wutilities = 0.00 kPa WSprinkler =
WSprinkler = 0.00 kPa Wwaterproofing =
Wslab = 0.00 kPa Wslab =
TOTAL 0.00 kPa TOTAL

SUPER IMPOSED DEAD LOAD COMPUTATION

LEVEL GRID LONGITUDINAL TRANSVERSE LONG SPAN
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH W
6" 0.00 kPa
 6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
5THFLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
4TH FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
3RD FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
2ND FLOOR 6" 0.00 kPa
6" 0.00 kPa
MPUTATION

d metal lath and gypsum plaster LEVEL

rry tile (20mm) on 25mm mortar bed ROOF DECK
ity, Gas, Water and Sewage 4TH FLOOR
minous, smooth surface 3RD FLOOR
astering on both side and mortar 2ND FLOOR
astering on both side and mortar
ows, glass, frame and sash
Sprinkler
nit Weight of Concrete

EIGHT) Ct
HEIGHT FREQUENCY LOAD 0.085
4.00 m 0.00 kN
4.00 m 0.00 kN Period of Vibration (sec)
4.00 m 0.00 kN T = Ct(Hn^(3/4))
4.00 m 0.00 kN
Total Design Base Shear
IGHT)
V =
DESIGN LOADLENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Max Base Shear (kN)
0.00 kN/m 0.00 kN
Vmax=

Min. Base Shear (kN)

0.00 kN/m 0.00 kN Vmin.1 =
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Min. Base Shear (Zone 4)(kN)

Vmin.2 =

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
Fx =

Level
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Roof Deck
 0.00 kN/m 0.00 kN 4th Floor
3rd Floor
2nd Floor
G Floor

ROOF DECK SLAB

Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
waterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

TOTAL
D COMPUTATION BEAM
SHORT SPAN
k (Long/Short) W LOAD REMARKS POINT
LOAD
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

COLUMN BEAM SIDL WALLS
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

STRUCTURE HEIGHT = 16.00
DESIGN DATA
I R Na Nv Ca
1.00 8.00 1.00 1.00 0.44

Vibration (sec)
T = Ct(Hn^(3/4)) 0.68 If T < 0.7 sec : Ft = 0
If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
ign Base Shear 0.07 TV =
CvIW 0.25 V =
#VALUE!
RT

Shear (kN)
2.5CaIW
#VALUE!
R

Shear (kN)
0.11CaIW #VALUE! #VALUE!

Shear (Zone 4)(kN)

0.8zNvIW
#VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMPUTATION

Use:
(V-Ft)Wxhx V= 1.00
∑Wxhx Ft = 0.00

Wx h hx Wxhx Lateral Forces, Fx

#VALUE! 4.00 m 16.00 m #VALUE! #VALUE!

#VALUE! 4.00 m 12.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 8.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 4.00 m #VALUE! #VALUE!
#VALUE! 0.00 m 0.00 m #VALUE! #VALUE!
 PORTAL FRAME A

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT

RD #VALUE! #VALUE! 4.00 m
4F #VALUE! #VALUE! 4.00 m
3F #VALUE! #VALUE! 4.00 m
2F #VALUE! #VALUE! 4.00 m

BEAM LENGTH 10.0 m 10.0 m

COLUMN
1 2
RD #VALUE! #VALUE!
Cv z 4F #VALUE! #VALUE!
0.64 0.40 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
COLU
7 sec : Ft = 0 1 2
7 sec : Ft = 0.07 TV < 0.25 V RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEA
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
#VALUE! BEAM
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEAM
A-B B-C
kN RD #VALUE! #VALUE!
kN 4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
Storey 2F #VALUE! #VALUE!
Shear, Vx COLUM
#VALUE! 1 2
#VALUE! RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

V 2V TOTAL V External Col Internal Col

2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!

10.0 m

COLUMN SHEAR FORCE

3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
COLUMN MOMENT
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
BEAM MOMENT
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM SHEAR FORCE
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM AXIAL FORCE
C-D
#VALUE!
#VALUE!
#VALUE!
#VALUE!
COLUMN AXIAL FORCE
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lath and gypsum plaster
FLOOR FINISHES Ceramic or quarry tile (20mm) on 25mm mortar
UTILITIES Electricity, Gas, Water and Sewage
WATER PROOFING Bituminous, smooth surface
WALLS (Exterior) 6" CHB + Plastering on both side and morta
WALLS (Interior) 4" CHB + Plastering on both side and morta
GLASS Windows, glass, frame and sash
SPRINKLER Sprinkler
γ CONCRETE Unit Weight of Concrete

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT DESIGN LOAD
ROOF DECK 0.00 kN/m
4TH FLOOR 0.00 kN/m
3RD FLOOR 0.00 kN/m
2ND FLOOR 0.00 kN/m

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE UNIT WEIGHT
1 -- 2
2 -- 3
3 -- 4
ROOFDECK

1 -- 2
2 -- 3
3 -- 4
4TH FLOOR

1 -- 2
2 -- 3
3 -- 4
3RD FLOOR

1 -- 2
2 -- 3

2ND FLOOR
 3 -- 4
2ND FLOOR

SLAB WEIGHT COMPUTATION

FLOOR SLAB ROOF DECK SLAB
SLAB THICKNESS Wceiling =
Wceiling = 0.00 kPa Wfloor fin. =
Wfloor fin. = 0.00 kPa Wutilities =
Wutilities = 0.00 kPa WSprinkler =
WSprinkler = 0.00 kPa Wwaterproofing =
Wslab = 0.00 kPa Wslab =
TOTAL 0.00 kPa TOTAL

SUPER IMPOSED DEAD LOAD COMPUTATION

LEVEL GRID LONGITUDINAL TRANSVERSE LONG SPAN
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH W
6" 0.00 kPa
 6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
5THFLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
4TH FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
3RD FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
2ND FLOOR 6" 0.00 kPa
6" 0.00 kPa
MPUTATION

d metal lath and gypsum plaster LEVEL

rry tile (20mm) on 25mm mortar bed ROOF DECK
ity, Gas, Water and Sewage 4TH FLOOR
minous, smooth surface 3RD FLOOR
astering on both side and mortar 2ND FLOOR
astering on both side and mortar
ows, glass, frame and sash
Sprinkler
nit Weight of Concrete

EIGHT) Ct
HEIGHT FREQUENCY LOAD 0.085
4.00 m 0.00 kN
4.00 m 0.00 kN Period of Vibration (sec)
4.00 m 0.00 kN T = Ct(Hn^(3/4))
4.00 m 0.00 kN
Total Design Base Shear
IGHT)
V =
DESIGN LOADLENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Max Base Shear (kN)
0.00 kN/m 0.00 kN
Vmax=

Min. Base Shear (kN)

0.00 kN/m 0.00 kN Vmin.1 =
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Min. Base Shear (Zone 4)(kN)

Vmin.2 =

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
Fx =

Level
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Roof Deck
 0.00 kN/m 0.00 kN 4th Floor
3rd Floor
2nd Floor
G Floor

ROOF DECK SLAB

Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
waterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

TOTAL
D COMPUTATION BEAM
SHORT SPAN
k (Long/Short) W LOAD REMARKS POINT
LOAD
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

COLUMN BEAM SIDL WALLS
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

STRUCTURE HEIGHT = 16.00
DESIGN DATA
I R Na Nv Ca
1.00 8.00 1.00 1.00 0.44

Vibration (sec)
T = Ct(Hn^(3/4)) 0.68 If T < 0.7 sec : Ft = 0
If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
ign Base Shear 0.07 TV =
CvIW 0.25 V =
#VALUE!
RT

Shear (kN)
2.5CaIW
#VALUE!
R

Shear (kN)
0.11CaIW #VALUE! #VALUE!

Shear (Zone 4)(kN)

0.8zNvIW
#VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMPUTATION

Use:
(V-Ft)Wxhx V= 1.00
∑Wxhx Ft = 0.00

Wx h hx Wxhx Lateral Forces, Fx

#VALUE! 4.00 m 16.00 m #VALUE! #VALUE!

#VALUE! 4.00 m 12.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 8.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 4.00 m #VALUE! #VALUE!
#VALUE! 0.00 m 0.00 m #VALUE! #VALUE!
 PORTAL FRAME A

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT

RD #VALUE! #VALUE! 4.00 m
4F #VALUE! #VALUE! 4.00 m
3F #VALUE! #VALUE! 4.00 m
2F #VALUE! #VALUE! 4.00 m

BEAM LENGTH 10.0 m 10.0 m

COLUMN
1 2
RD #VALUE! #VALUE!
Cv z 4F #VALUE! #VALUE!
0.64 0.40 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
COLU
7 sec : Ft = 0 1 2
7 sec : Ft = 0.07 TV < 0.25 V RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEA
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
#VALUE! BEAM
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEAM
A-B B-C
kN RD #VALUE! #VALUE!
kN 4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
Storey 2F #VALUE! #VALUE!
Shear, Vx COLUM
#VALUE! 1 2
#VALUE! RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

V 2V TOTAL V External Col Internal Col

2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!

10.0 m

COLUMN SHEAR FORCE

3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
COLUMN MOMENT
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
BEAM MOMENT
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM SHEAR FORCE
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM AXIAL FORCE
C-D
#VALUE!
#VALUE!
#VALUE!
#VALUE!
COLUMN AXIAL FORCE
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lath and gypsum plaster
FLOOR FINISHES Ceramic or quarry tile (20mm) on 25mm mortar
UTILITIES Electricity, Gas, Water and Sewage
WATER PROOFING Bituminous, smooth surface
WALLS (Exterior) 6" CHB + Plastering on both side and morta
WALLS (Interior) 4" CHB + Plastering on both side and morta
GLASS Windows, glass, frame and sash
SPRINKLER Sprinkler
γ CONCRETE Unit Weight of Concrete

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT DESIGN LOAD
ROOF DECK 0.00 kN/m
4TH FLOOR 0.00 kN/m
3RD FLOOR 0.00 kN/m
2ND FLOOR 0.00 kN/m

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE UNIT WEIGHT
1 -- 2
2 -- 3
3 -- 4
ROOFDECK

1 -- 2
2 -- 3
3 -- 4
4TH FLOOR

1 -- 2
2 -- 3
3 -- 4
3RD FLOOR

1 -- 2
2 -- 3

2ND FLOOR
 3 -- 4
2ND FLOOR

SLAB WEIGHT COMPUTATION

FLOOR SLAB ROOF DECK SLAB
SLAB THICKNESS Wceiling =
Wceiling = 0.00 kPa Wfloor fin. =
Wfloor fin. = 0.00 kPa Wutilities =
Wutilities = 0.00 kPa WSprinkler =
WSprinkler = 0.00 kPa Wwaterproofing =
Wslab = 0.00 kPa Wslab =
TOTAL 0.00 kPa TOTAL

SUPER IMPOSED DEAD LOAD COMPUTATION

LEVEL GRID LONGITUDINAL TRANSVERSE LONG SPAN
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH W
6" 0.00 kPa
 6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
5THFLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
4TH FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
3RD FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
2ND FLOOR 6" 0.00 kPa
6" 0.00 kPa
MPUTATION

d metal lath and gypsum plaster LEVEL

rry tile (20mm) on 25mm mortar bed ROOF DECK
ity, Gas, Water and Sewage 4TH FLOOR
minous, smooth surface 3RD FLOOR
astering on both side and mortar 2ND FLOOR
astering on both side and mortar
ows, glass, frame and sash
Sprinkler
nit Weight of Concrete

EIGHT) Ct
HEIGHT FREQUENCY LOAD 0.085
4.00 m 0.00 kN
4.00 m 0.00 kN Period of Vibration (sec)
4.00 m 0.00 kN T = Ct(Hn^(3/4))
4.00 m 0.00 kN
Total Design Base Shear
IGHT)
V =
DESIGN LOADLENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Max Base Shear (kN)
0.00 kN/m 0.00 kN
Vmax=

Min. Base Shear (kN)

0.00 kN/m 0.00 kN Vmin.1 =
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Min. Base Shear (Zone 4)(kN)

Vmin.2 =

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
Fx =

Level
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Roof Deck
 0.00 kN/m 0.00 kN 4th Floor
3rd Floor
2nd Floor
G Floor

ROOF DECK SLAB

Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
waterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

TOTAL
D COMPUTATION BEAM
SHORT SPAN
k (Long/Short) W LOAD REMARKS POINT
LOAD
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

COLUMN BEAM SIDL WALLS
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

STRUCTURE HEIGHT = 16.00
DESIGN DATA
I R Na Nv Ca
1.00 8.00 1.00 1.00 0.44

Vibration (sec)
T = Ct(Hn^(3/4)) 0.68 If T < 0.7 sec : Ft = 0
If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
ign Base Shear 0.07 TV =
CvIW 0.25 V =
#VALUE!
RT

Shear (kN)
2.5CaIW
#VALUE!
R

Shear (kN)
0.11CaIW #VALUE! #VALUE!

Shear (Zone 4)(kN)

0.8zNvIW
#VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMPUTATION

Use:
(V-Ft)Wxhx V= 1.00
∑Wxhx Ft = 0.00

Wx h hx Wxhx Lateral Forces, Fx

#VALUE! 4.00 m 16.00 m #VALUE! #VALUE!

#VALUE! 4.00 m 12.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 8.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 4.00 m #VALUE! #VALUE!
#VALUE! 0.00 m 0.00 m #VALUE! #VALUE!
 PORTAL FRAME A

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT

RD #VALUE! #VALUE! 4.00 m
4F #VALUE! #VALUE! 4.00 m
3F #VALUE! #VALUE! 4.00 m
2F #VALUE! #VALUE! 4.00 m

BEAM LENGTH 10.0 m 10.0 m

COLUMN
1 2
RD #VALUE! #VALUE!
Cv z 4F #VALUE! #VALUE!
0.64 0.40 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
COLU
7 sec : Ft = 0 1 2
7 sec : Ft = 0.07 TV < 0.25 V RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEA
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
#VALUE! BEAM
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEAM
A-B B-C
kN RD #VALUE! #VALUE!
kN 4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
Storey 2F #VALUE! #VALUE!
Shear, Vx COLUM
#VALUE! 1 2
#VALUE! RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

V 2V TOTAL V External Col Internal Col

2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!

10.0 m

COLUMN SHEAR FORCE

3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
COLUMN MOMENT
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
BEAM MOMENT
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM SHEAR FORCE
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM AXIAL FORCE
C-D
#VALUE!
#VALUE!
#VALUE!
#VALUE!
COLUMN AXIAL FORCE
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
 WEIGHT COMPUTATION

SCHEDULE OF LOADS
CEILING FINISHES Suspended metal lath and gypsum plaster
FLOOR FINISHES Ceramic or quarry tile (20mm) on 25mm mortar
UTILITIES Electricity, Gas, Water and Sewage
WATER PROOFING Bituminous, smooth surface
WALLS (Exterior) 6" CHB + Plastering on both side and morta
WALLS (Interior) 4" CHB + Plastering on both side and morta
GLASS Windows, glass, frame and sash
SPRINKLER Sprinkler
γ CONCRETE Unit Weight of Concrete

COLUMN LOAD COMPUTATION (SELFWEIGHT)

LEVEL AREA WIDEFLANGE UNIT WEIGHT DESIGN LOAD
ROOF DECK 0.00 kN/m
4TH FLOOR 0.00 kN/m
3RD FLOOR 0.00 kN/m
2ND FLOOR 0.00 kN/m

BEAM LOAD COMPUTATION ( SELFWEIGHT)

LEVEL GRID AREA mm2 WIDEFLANGE UNIT WEIGHT
1 -- 2
2 -- 3
3 -- 4
ROOFDECK

1 -- 2
2 -- 3
3 -- 4
4TH FLOOR

1 -- 2
2 -- 3
3 -- 4
3RD FLOOR

1 -- 2
2 -- 3

2ND FLOOR
 3 -- 4
2ND FLOOR

SLAB WEIGHT COMPUTATION

FLOOR SLAB ROOF DECK SLAB
SLAB THICKNESS Wceiling =
Wceiling = 0.00 kPa Wfloor fin. =
Wfloor fin. = 0.00 kPa Wutilities =
Wutilities = 0.00 kPa WSprinkler =
WSprinkler = 0.00 kPa Wwaterproofing =
Wslab = 0.00 kPa Wslab =
TOTAL 0.00 kPa TOTAL

SUPER IMPOSED DEAD LOAD COMPUTATION

LEVEL GRID LONGITUDINAL TRANSVERSE LONG SPAN
A-B
B-C
C-D
ROOF DECK
D-E
E-F

A-B
B-C
C-D
4TH FLOOR
D-E
E-F

A-B
B-C
C-D
3RD FLOOR
D-E
E-F

A-B
B-C
C-D
2ND FLOOR
D-E
E-F

CHB WALLS ( EXTERIOR & INTERIOR)

LEVEL CHB SIZE HEIGHT LENGTH W
6" 0.00 kPa
 6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
5THFLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
4TH FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
3RD FLOOR 6" 0.00 kPa
6" 0.00 kPa

6" 0.00 kPa

6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
6" 0.00 kPa
2ND FLOOR 6" 0.00 kPa
6" 0.00 kPa
MPUTATION

d metal lath and gypsum plaster LEVEL

rry tile (20mm) on 25mm mortar bed ROOF DECK
ity, Gas, Water and Sewage 4TH FLOOR
minous, smooth surface 3RD FLOOR
astering on both side and mortar 2ND FLOOR
astering on both side and mortar
ows, glass, frame and sash
Sprinkler
nit Weight of Concrete

EIGHT) Ct
HEIGHT FREQUENCY LOAD 0.085
4.00 m 0.00 kN
4.00 m 0.00 kN Period of Vibration (sec)
4.00 m 0.00 kN T = Ct(Hn^(3/4))
4.00 m 0.00 kN
Total Design Base Shear
IGHT)
V =
DESIGN LOADLENGTH LOAD
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Max Base Shear (kN)
0.00 kN/m 0.00 kN
Vmax=

Min. Base Shear (kN)

0.00 kN/m 0.00 kN Vmin.1 =
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Min. Base Shear (Zone 4)(kN)

Vmin.2 =

0.00 kN/m 0.00 kN

0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN
Fx =

Level
0.00 kN/m 0.00 kN
0.00 kN/m 0.00 kN Roof Deck
 0.00 kN/m 0.00 kN 4th Floor
3rd Floor
2nd Floor
G Floor

ROOF DECK SLAB

Wceiling = 0.00 kPa
Wfloor fin. = 0.00 kPa
Wutilities = 0.00 kPa
WSprinkler = 0.00 kPa
waterproofing = 0.00 kPa
Wslab = 0.00 kPa
TOTAL 0.00 kPa

TOTAL
D COMPUTATION BEAM
SHORT SPAN
k (Long/Short) W LOAD REMARKS POINT
LOAD
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!
0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

#DIV/0! 0.00 kN 0.00 kN 0.00 kN

#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! 0.00 kN 0.00 kN 0.00 kN
#DIV/0! #VALUE! #VALUE! #VALUE!
#DIV/0! #VALUE! #VALUE! #VALUE!

LOAD
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN

0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
0.00 kN
 BASE SHEAR

SUMMARY OF LOADS (KN)

COLUMN BEAM SIDL WALLS
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
0.00 kN 0.00 kN 0.00 kN 0.00 kN #VALUE!
TOTAL LOAD #VALUE!

BASE SHEAR COMPUTATION

STRUCTURE HEIGHT = 16.00
DESIGN DATA
I R Na Nv Ca
1.00 8.00 1.00 1.00 0.44

Vibration (sec)
T = Ct(Hn^(3/4)) 0.68 If T < 0.7 sec : Ft = 0
If T > 0.7 sec : Ft = 0.07 TV < 0.25 V
ign Base Shear 0.07 TV =
CvIW 0.25 V =
#VALUE!
RT

Shear (kN)
2.5CaIW
#VALUE!
R

Shear (kN)
0.11CaIW #VALUE! #VALUE!

Shear (Zone 4)(kN)

0.8zNvIW
#VALUE!
R

DISTRIBUTION OF LATERAL FORCES COMPUTATION

Use:
(V-Ft)Wxhx V= 1.00
∑Wxhx Ft = 0.00

Wx h hx Wxhx Lateral Forces, Fx

#VALUE! 4.00 m 16.00 m #VALUE! #VALUE!

#VALUE! 4.00 m 12.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 8.00 m #VALUE! #VALUE!
#VALUE! 4.00 m 4.00 m #VALUE! #VALUE!
#VALUE! 0.00 m 0.00 m #VALUE! #VALUE!
 PORTAL FRAME A

LEVEL LATERAL FORCE STOREY SHEAR HEIGHT

RD #VALUE! #VALUE! 4.00 m
4F #VALUE! #VALUE! 4.00 m
3F #VALUE! #VALUE! 4.00 m
2F #VALUE! #VALUE! 4.00 m

BEAM LENGTH 10.0 m 10.0 m

COLUMN
1 2
RD #VALUE! #VALUE!
Cv z 4F #VALUE! #VALUE!
0.64 0.40 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
COLU
7 sec : Ft = 0 1 2
7 sec : Ft = 0.07 TV < 0.25 V RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEA
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
#VALUE! BEAM
1 -- 2 2 -- 3
RD #VALUE! #VALUE!
4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
BEAM
A-B B-C
kN RD #VALUE! #VALUE!
kN 4F #VALUE! #VALUE!
3F #VALUE! #VALUE!
Storey 2F #VALUE! #VALUE!
Shear, Vx COLUM
#VALUE! 1 2
#VALUE! RD #VALUE! #VALUE!
#VALUE! 4F #VALUE! #VALUE!
#VALUE! 3F #VALUE! #VALUE!
2F #VALUE! #VALUE!
PORTAL FRAME ANALYSIS ( FRAME 1 - 1 )

V 2V TOTAL V External Col Internal Col

2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!
2 4 10 #VALUE! #VALUE!

10.0 m

COLUMN SHEAR FORCE

3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
COLUMN MOMENT
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
BEAM MOMENT
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM SHEAR FORCE
3 -- 4
#VALUE!
#VALUE!
#VALUE!
#VALUE!
BEAM AXIAL FORCE
C-D
#VALUE!
#VALUE!
#VALUE!
#VALUE!
COLUMN AXIAL FORCE
3 4
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!