Design of Solid Free Standing Sign

Windload design for Free standing solid sign

General:
Wind Load Standard = ASCE 7-16
Exposure Classification =B
Structure type = Solid Sign
MWFRS Analysis method = Ch 27 Pt 1
Dynamic Type of Structure = Rigid
Basic Wind Speed = 77.77 m/s
Risk Category =I
Design Basis for wind pressure = LRFD

Solid sign Parameters

h - Height from grade to top sign / Frame = 7.85m

S - Height of Sign /Frame = 7.85M
B - Width of Sign /Frame = 1.83m
T - Thickness/ Depth of Sign = 400mm
Lr - Dimension of return corner
ε - Solidity Ration
Attached wall = Not
Dbl - Double Faced & All Sides Enclosed = Yes
Iscol - Supported on Column = Yes
Nc - Quantity of Support Column =1
Dc - Width of Column = 250mm
Shape - Shape of Column = Square

Design Windloads – Solid free standing Signs

MWFRS Wind Calculations for solid Sign

F = qhGCfAsN = NSCP2015 207D.4-1

qh = Velocity Pressure = Sec. 207D.3-2
G = Gust Effect factor = 207A.9
Cf = Net Force Coefficient = 207D.4-1
As = Gross Area of solid free-standing sign = 4.94m2
h – Mean Structure height = 7.85m
Kh - 2.01•(h/Zg)2/α [Tbl 26.10-1] = 0.624
Kzt - Topographic: (1+K1•K2•K3)^2 [Eq 26.8-1] = 1.0
Kd - Wind Directionality Factor per Tbl 26.6-1 = 0.85
Lf - Load Factor based upon Strength Design = 1.0
Ke - Ground Elev Factor (Tbl 26.9-1) = 1.00
qh - 0.613•Kh•Kzt•Kd•Ke•V2*LF [Eq 26.10-1] = 0.416kpa
s/h <1 Case A and Case B

2.7 / 7.85 < 1

0.34 < 1

B/s
1.83 / 2.7 = 0.67

F = qh*G*Cf*As = 0.41**77.7*1.70*4.91

F = 962lbs = 4.28KN or 5KN

Beam Stresses

Utilization Ratio
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Beam Displacement Detail Summary

Displacements shown in italic indicate the presence of an offset
Beam L/C d X Y Z Resultant
(m) (mm) (mm) (mm) (mm)
Max X 5 6:COMB - 1.2 Dead +1.830
1.6 Live 12.563 -5.345 85.040 86.129
Min X 3 3:X 1.281 -0.000 0 0 0.000
Max Y 6 3:X 1.225 0 0.000 0 0.000
Min Y 5 6:COMB - 1.2 Dead +1.830
1.6 Live 12.563 -5.345 85.040 86.129
Max Z 5 11:COMB - 1.2 Dead +1.830
1 Live + 110.661
Wind (2) -4.534 102.807 103.458
Min Z 1 1:LOAD CASE 1 0 0 0 0 0
Max Rst 5 11:COMB - 1.2 Dead +1.830
1 Live + 110.661
Wind (2) -4.534 102.807 103.458

Utilization Ratio
Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (cm2) (cm4) (cm4) (cm4)
1 HSST10X10X0.25
HSST10X10X0.250.345 1.000 0.345 Eq.H1-1b 1 57.806 5.87E+3 5.87E+3 9.16E+3
2 HSST10X10X0.25
HSST10X10X0.250.080 1.000 0.080 Eq.H1-1b 1 57.806 5.87E+3 5.87E+3 9.16E+3
3 HSST10X10X0.25
HSST10X10X0.250.050 1.000 0.050 Eq.H1-1b 1 57.806 5.87E+3 5.87E+3 9.16E+3
4 L30303 L30303 LD SP 0.00
0.292 1.000 0.292 Eq.H1-1b 1 14.064 80.249 141.520 1.069
5 L30303 L30303 LD SP 0.00
0.058 1.000 0.058 Eq.H1-1b 1 14.064 80.249 141.520 1.069
6 L30303 L30303 LD SP 0.00
0.264 1.000 0.264 Eq.H1-1b 1 14.064 80.249 141.520 1.069
7 L30303 L30303 LD SP 0.00
0.386 1.000 0.386 Eq.H1-1b 1 14.064 80.249 141.520 1.069
8 L30303 L30303 LD SP 0.00
0.126 1.000 0.126 Eq.H1-1b 1 14.064 80.249 141.520 1.069
9 L30303 L30303 LD SP 0.00
0.113 1.000 0.113 Eq.H1-1b 1 14.064 80.249 141.520 1.069
10 L30303 L30303 LD SP 0.00
0.323 1.000 0.323 Eq.H1-1b 1 14.064 80.249 141.520 1.069

Statics Check Results

L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
1:LOAD CASE 1 Loads -0.000 -4.705 5.000 33.125 -5.775 -2.554
1:LOAD CASE 1 Reactions 0.000 4.705 -5.000 -33.125 5.775 2.554
Difference -0.000 0.000 -0.000 -0.000 -0.000 -0.000
2:LOAD CASE 2 Loads 0 -1.116 0 0 0 -1.289
2:LOAD CASE 2 Reactions -0.000 1.116 0 0 0 1.289
Difference -0.000 0.000 0 0 0 -0.000
3:X Loads 0 0 0 0 0 0
3:X Reactions 0 0 0 0 0 0
Difference 0 0 0 0 0 0
4:Z Loads 0 0 1.169 7.771 -1.448 0
4:Z Reactions 0 0 -1.169 -7.771 1.448 0
Difference 0 0 -0.000 -0.000 -0.000 0

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Steel Design (Track 2) Beam 1 Check 1

|-----------------------------------------------------------------------------|
Member No: 1 Profile: ST HSST10X10X0.25 (AISC SECTIONS)|
Status: PASS Ratio: 0.345 Loadcase: 1 |
Location: 0.00 Ref: Eq.H1-1b |
Pz: 4.705 C Vy: -.4957E-08 Vx: -5.000 |
Tz: 5.775 My: 33.12 Mx: 2.554 |
-----------------------------------------------------------------------------|
-----------------------------------------------------------------------------|
Member No: 2 Profile: ST HSST10X10X0.25 (AISC SECTIONS)|
Status: PASS Ratio: 0.080 Loadcase: 1 |
Location: 0.00 Ref: Eq.H1-1b |
Pz: 0.4958E-08 C Vy: 2.307 Vx: -5.000 |
Tz: -6.125 My: 5.775 Mx: 2.554 |
-----------------------------------------------------------------------------|
-----------------------------------------------------------------------------|
Member No: 3 Profile: ST HSST10X10X0.25 (AISC SECTIONS)|
Status: PASS Ratio: 0.050 Loadcase: 1 |
Location: 0.00 Ref: Eq.H1-1b |
Pz: 0.1323 T Vy: 1.486 Vx: -2.389 |
Tz: -2.863 My: 3.271 Mx: 1.946 |
-----------------------------------------------------------------------------|
-----------------------------------------------------------------------------|
Member No: 4 Profile: LD L30303 (AISC SECTIONS)|
Status: PASS Ratio: 0.292 Loadcase: 1 |
Location: 0.00 Ref: Eq.H1-1b |
Pz: 0.3871 C Vy: 0.5247E-02 Vx: -.7741 |
Tz: 0.5228E-03 My: 1.514 Mx: 0.1675E-01 |
-----------------------------------------------------------------------------|
-----------------------------------------------------------------------------|
Member No: 5 Profile: LD L30303 (AISC SECTIONS)|
Status: PASS Ratio: 0.058 Loadcase: 1 |
Location: 1.83 Ref: Eq.H1-1b |
Pz: 0.1353E-01 T Vy: -.1000 Vx: -.6321E-02 |
Tz: -.5765E-04 My: -.2961 Mx: 0.2068E-01 |
-----------------------------------------------------------------------------|
-----------------------------------------------------------------------------|
Member No: 6 Profile: LD L30303 (AISC SECTIONS)|
Status: PASS Ratio: 0.264 Loadcase: 1 |
Location: 2.45 Ref: Eq.H1-1b |
Pz: 0.3896 C Vy: 0.3688E-02 Vx: 0.7283 |
Tz: -.1640E-03 My: 1.387 Mx: 0.1554E-02 |
-----------------------------------------------------------------------------|
-----------------------------------------------------------------------------|
Member No: 7 Profile: LD L30303 (AISC SECTIONS)|
Status: PASS Ratio: 0.386 Loadcase: 1 |
Location: 0.00 Ref: Eq.H1-1b |
Pz: 0.3445 C Vy: 0.8563E-01 Vx: -1.837 |
Tz: -.1344E-02 My: 2.180 Mx: 0.5100E-01 |
-----------------------------------------------------------------------------|
-----------------------------------------------------------------------------|
Member No: 8 Profile: LD L30303 (AISC SECTIONS)

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| Status: PASS Ratio: 0.126 Loadcase: 1 |

Location: 1.53 Ref: Eq.H1-1b |
Pz: 0.1175 C Vy: -.7743E-01 Vx: -.7677 |
Tz: 0.4671E-03 My: -.6969 Mx: 0.2819E-01 |
-----------------------------------------------------------------------------|
-----------------------------------------------------------------------------|
Member No: 9 Profile: LD L30303 (AISC SECTIONS)|
Status: PASS Ratio: 0.113 Loadcase: 1 |
Location: 0.00 Ref: Eq.H1-1b |
Pz: 0.1227 C Vy: 0.7020E-01 Vx: 0.7346 |
Tz: -.4113E-03 My: -.6275 Mx: 0.2166E-01 |
-----------------------------------------------------------------------------|
-----------------------------------------------------------------------------|
Member No: 10 Profile: LD L30303 (AISC SECTIONS)|
Status: PASS Ratio: 0.323 Loadcase: 1 |
Location: 1.53 Ref: Eq.H1-1b |
Pz: 0.3045 C Vy: -.6686E-01 Vx: 1.661 |
Tz: 0.1468E-02 My: 1.842 Mx: 0.2884E-01 |
-----------------------------------------------------------------------------

Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
Max FX 1 5:COMB - 1.4 Dead 0.000 6.587 -7.000 -46.375 8.085 3.576
Min FX 1 2:LOAD CASE 2 -0.000 1.116 0 0 0 1.289
Max FY 1 6:COMB - 1.2 Dead +0.000
1.6 Live 7.432 -6.000 -39.750 6.930 5.128
Min FY 1 3:X 0 0 0 0 0 0
Max FZ 1 2:LOAD CASE 2 -0.000 1.116 0 0 0 1.289
Min FZ 1 11:COMB - 1.2 Dead +0.000
1 Live + 1 Wind
6.762(2) -7.169 -47.521 8.378 4.355
Max MX 1 2:LOAD CASE 2 -0.000 1.116 0 0 0 1.289
Min MX 1 11:COMB - 1.2 Dead +0.000
1 Live + 1 Wind
6.762(2) -7.169 -47.521 8.378 4.355
Max MY 1 11:COMB - 1.2 Dead +0.000
1 Live + 1 Wind
6.762(2) -7.169 -47.521 8.378 4.355
Min MY 1 2:LOAD CASE 2 -0.000 1.116 0 0 0 1.289
Max MZ 1 6:COMB - 1.2 Dead +0.000
1.6 Live 7.432 -6.000 -39.750 6.930 5.128
Min MZ 1 3:X 0 0 0 0 0 0

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Beam Maximum Axial Forces

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max Fx
(m) (m) (kN)
1 1 5.400 1:LOAD CASE 1 Max +ve 0 4.705
Max -ve
2:LOAD CASE 2 Max +ve 0 1.116
Max -ve
3:X Max +ve 0 0
Max -ve 0 0
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 0 6.587
Max -ve
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 7.432
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 6.762
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 5.646
Max -ve
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 5.646
Max -ve
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(1) 6.762
Max -ve
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(2) 6.762
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 4.235
Max -ve
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 4.235
Max -ve
14:COMB - 0.9 Dead
Max +ve 0 4.235
Max -ve
2 2 0.240 1:LOAD CASE 1 Max +ve 0 0.000
Max -ve
2:LOAD CASE 2 Max +ve
Max -ve 0 -0.000
3:X Max +ve 0 0
Max -ve 0 0
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 0 0.000
Max -ve
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 0.000
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 0.000
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.000
Max -ve
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.000
Max -ve
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(1) 0.000
Max -ve

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Beam Maximum Axial Forces Cont...

Beam Node A Length L/C d Max Fx
(m) (m) (kN)
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(2) 0.000
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.000
Max -ve
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.000
Max -ve
14:COMB - 0.9 Dead
Max +ve 0 0.000
Max -ve
3 4 1.830 1:LOAD CASE 1 Max +ve
Max -ve 0 -0.132
2:LOAD CASE 2 Max +ve
Max -ve 0 -0.158
3:X Max +ve 0 0
Max -ve 0 0
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve
Max -ve 0 -0.185
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live
Max -ve 0 -0.411
7:COMB - 1.2 Dead
Max+ +ve
1 Live
Max -ve 0 -0.317
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1)
Max -ve 0 -0.159
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2)
Max -ve 0 -0.159
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (1)
Max -ve 0 -0.317
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (2)
Max -ve 0 -0.317
12:COMB - 0.9 Dead
Max++ve
1 Wind (1)
Max -ve 0 -0.119
13:COMB - 0.9 Dead
Max++ve
1 Wind (2)
Max -ve 0 -0.119
14:COMB - 0.9 Dead
Max +ve
Max -ve 0 -0.119
4 4 2.450 1:LOAD CASE 1 Max +ve 0 0.387
Max -ve
2:LOAD CASE 2 Max +ve 0 0.354
Max -ve
3:X Max +ve 0 0
Max -ve 0 0
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 0 0.542
Max -ve
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 1.031
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 0.818

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Beam Maximum Axial Forces Cont...

Beam Node A Length L/C d Max Fx
(m) (m) (kN)
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.465
Max -ve
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.465
Max -ve
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(1) 0.818
Max -ve
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(2) 0.818
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.348
Max -ve
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.348
Max -ve
14:COMB - 0.9 Dead
Max +ve 0 0.348
Max -ve
5 5 1.830 1:LOAD CASE 1 Max +ve
Max -ve 0 -0.014
2:LOAD CASE 2 Max +ve
Max -ve 0 -0.021
3:X Max +ve 0 0
Max -ve 0 0
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve
Max -ve 0 -0.019
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live
Max -ve 0 -0.050
7:COMB - 1.2 Dead
Max+ +ve
1 Live
Max -ve 0 -0.038
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1)
Max -ve 0 -0.016
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2)
Max -ve 0 -0.016
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (1)
Max -ve 0 -0.038
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (2)
Max -ve 0 -0.038
12:COMB - 0.9 Dead
Max++ve
1 Wind (1)
Max -ve 0 -0.012
13:COMB - 0.9 Dead
Max++ve
1 Wind (2)
Max -ve 0 -0.012
14:COMB - 0.9 Dead
Max +ve
Max -ve 0 -0.012
6 6 2.450 1:LOAD CASE 1 Max +ve 2.450 0.390
Max -ve
2:LOAD CASE 2 Max +ve 0 0.355
Max -ve
3:X Max +ve 0 0
Max -ve 0 0

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Beam Maximum Axial Forces Cont...

Beam Node A Length L/C d Max Fx
(m) (m) (kN)
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 2.450 0.545
Max -ve
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 2.450 1.036
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 2.450 0.823
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1)2.450 0.468
Max -ve
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2)2.450 0.468
Max -ve
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind
2.450(1) 0.823
Max -ve
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind
2.450(2) 0.823
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 2.450 0.351
Max -ve
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 2.450 0.351
Max -ve
14:COMB - 0.9 Dead
Max +ve 2.450 0.351
Max -ve
7 4 1.529 1:LOAD CASE 1 Max +ve 0 0.345
Max -ve
2:LOAD CASE 2 Max +ve 0 0.252
Max -ve
3:X Max +ve 0 0
Max -ve 0 0
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 0 0.482
Max -ve
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 0.817
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 0.665
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.413
Max -ve
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.413
Max -ve
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(1) 0.665
Max -ve
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(2) 0.665
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.310
Max -ve
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.310
Max -ve
14:COMB - 0.9 Dead
Max +ve 0 0.310

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Beam Maximum Axial Forces Cont...

Beam Node A Length L/C d Max Fx
(m) (m) (kN)
Max -ve
8 5 1.529 1:LOAD CASE 1 Max +ve 1.529 0.117
Max -ve 0 -0.015
2:LOAD CASE 2 Max +ve 0 0.190
Max -ve
3:X Max +ve 0 0
Max -ve 0 0
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 1.529 0.164
Max -ve 0 -0.021
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 1.529 0.446
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 1.529 0.331
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1)1.529 0.141
Max -ve 0 -0.018
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2)1.529 0.141
Max -ve 0 -0.018
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind
1.529(1) 0.331
Max -ve
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind
1.529(2) 0.331
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 1.529 0.106
Max -ve 0 -0.013
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 1.529 0.106
Max -ve 0 -0.013
14:COMB - 0.9 Dead
Max +ve 1.529 0.106
Max -ve 0 -0.013
9 7 1.529 1:LOAD CASE 1 Max +ve 0 0.123
Max -ve 1.529 -0.010
2:LOAD CASE 2 Max +ve 0 0.193
Max -ve
3:X Max +ve 0 0
Max -ve 0 0
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 0 0.172
Max -ve 1.529 -0.013
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 0.456
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 0.340
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.147
Max -ve 1.529 -0.012
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.147
Max -ve 1.529 -0.012
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(1) 0.340
Max -ve

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Beam Maximum Axial Forces Cont...

Beam Node A Length L/C d Max Fx
(m) (m) (kN)
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(2) 0.340
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.110
Max -ve 1.529 -0.009
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.110
Max -ve 1.529 -0.009
14:COMB - 0.9 Dead
Max +ve 0 0.110
Max -ve 1.529 -0.009
10 7 1.529 1:LOAD CASE 1 Max +ve 1.529 0.304
Max -ve
2:LOAD CASE 2 Max +ve 0 0.232
Max -ve
3:X Max +ve 0 0
Max -ve 0 0
4:Z Max +ve 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 1.529 0.426
Max -ve
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 1.529 0.736
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 1.529 0.597
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1)1.529 0.365
Max -ve
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2)1.529 0.365
Max -ve
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind
1.529(1) 0.597
Max -ve
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind
1.529(2) 0.597
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 1.529 0.274
Max -ve
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 1.529 0.274
Max -ve
14:COMB - 0.9 Dead
Max +ve 1.529 0.274
Max -ve

Print Time/Date: 05/11/2023 21:28 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 9 of 15
 Job No Sheet No Rev
10
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By Date05-Nov-23 Chd

Client File PylonSignage.STD Date/Time 05-Nov-2023 21:25

Beam Maximum Shear Forces

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kN) (m) (kN)
1 1 5.400 1:LOAD CASE 1 Max +ve
Max -ve 0 -5.000 0 -0.000
2:LOAD CASE 2 Max +ve 0 0 0 0.000
Max -ve 0 0
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0
4:Z Max +ve 0 0
Max -ve 0 -1.169 0 0
5:COMB - 1.4 Dead
Max +ve
Max -ve 0 -7.000 0 -0.000
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live
Max -ve 0 -6.000 0 -0.000
7:COMB - 1.2 Dead
Max+ +ve
1 Live
Max -ve 0 -6.000 0 -0.000
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1)
Max -ve 0 -6.000 0 -0.000
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2)
Max -ve 0 -6.585 0 -0.000
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (1)
Max -ve 0 -6.000 0 -0.000
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (2)
Max -ve 0 -7.169 0 -0.000
12:COMB - 0.9 Dead
Max++ve
1 Wind (1)
Max -ve 0 -4.500 0 -0.000
13:COMB - 0.9 Dead
Max++ve
1 Wind (2)
Max -ve 0 -5.669 0 -0.000
14:COMB - 0.9 Dead
Max +ve
Max -ve 0 -4.500 0 -0.000
2 2 0.240 1:LOAD CASE 1 Max +ve 0 2.307
Max -ve 0 -5.000
2:LOAD CASE 2 Max +ve 0 0 0 1.116
Max -ve 0 0
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0
4:Z Max +ve 0 0
Max -ve 0 -1.169 0 0
5:COMB - 1.4 Dead
Max +ve 0 3.230
Max -ve 0 -7.000
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 4.555
Max -ve 0 -6.000
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 3.885
Max -ve 0 -6.000
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 2.769
Max -ve 0 -6.000
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 2.769
Max -ve 0 -6.585
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (1) 0 3.885
Max -ve 0 -6.000

Print Time/Date: 05/11/2023 21:28 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 10 of 15
 Job No Sheet No Rev
11
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By Date05-Nov-23 Chd

Client File PylonSignage.STD Date/Time 05-Nov-2023 21:25

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kN) (m) (kN)
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (2) 0 3.885
Max -ve 0 -7.169
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 2.076
Max -ve 0 -4.500
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 2.076
Max -ve 0 -5.669
14:COMB - 0.9 Dead
Max +ve 0 2.076
Max -ve 0 -4.500
3 4 1.830 1:LOAD CASE 1 Max +ve 0 1.486
Max -ve 0 -2.389
2:LOAD CASE 2 Max +ve 0 0 0 0.548
Max -ve 0 0
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0
4:Z Max +ve 0 0
Max -ve 0 -0.617 0 0
5:COMB - 1.4 Dead
Max +ve 0 2.081
Max -ve 0 -3.345
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 2.660
Max -ve 0 -2.867
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 2.331
Max -ve 0 -2.867
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 1.783
Max -ve 0 -2.867
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 1.783
Max -ve 0 -3.175
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (1) 0 2.331
Max -ve 0 -2.867
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (2) 0 2.331
Max -ve 0 -3.484
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 1.338
Max -ve 0 -2.150
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 1.338
Max -ve 0 -2.767
14:COMB - 0.9 Dead
Max +ve 0 1.338
Max -ve 0 -2.150
4 4 2.450 1:LOAD CASE 1 Max +ve 0 0.005
Max -ve 0 -0.774
2:LOAD CASE 2 Max +ve 0 0
Max -ve 0 0 0 -0.024
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0
4:Z Max +ve 0 0
Max -ve 0 -0.181 0 0
5:COMB - 1.4 Dead
Max +ve 0 0.007
Max -ve 0 -1.084
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live
Max -ve 0 -0.929 0 -0.032
7:COMB - 1.2 Dead
Max+ +ve
1 Live

Print Time/Date: 05/11/2023 21:28 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 11 of 15
 Job No Sheet No Rev
12
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By Date05-Nov-23 Chd

Client File PylonSignage.STD Date/Time 05-Nov-2023 21:25

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kN) (m) (kN)
Max -ve 0 -0.929 0 -0.018
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.006
Max -ve 0 -0.929
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.006
Max -ve 0 -1.020
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (1)
Max -ve 0 -0.929 0 -0.018
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (2)
Max -ve 0 -1.110 0 -0.018
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.005
Max -ve 0 -0.697
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.005
Max -ve 0 -0.878
14:COMB - 0.9 Dead
Max +ve 0 0.005
Max -ve 0 -0.697
5 5 1.830 1:LOAD CASE 1 Max +ve 0 0.098
Max -ve 0 -0.006 1.830 -0.100
2:LOAD CASE 2 Max +ve 0 0 0 0.558
Max -ve 0 0 1.830 -0.559
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0
4:Z Max +ve 0 0
Max -ve 0 -0.009 0 0
5:COMB - 1.4 Dead
Max +ve 0 0.137
Max -ve 0 -0.009 1.830 -0.140
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 1.009
Max -ve 0 -0.008 1.830 -1.014
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 0.675
Max -ve 0 -0.008 1.830 -0.679
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.117
Max -ve 0 -0.008 1.830 -0.120
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.117
Max -ve 0 -0.012 1.830 -0.120
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (1) 0 0.675
Max -ve 0 -0.008 1.830 -0.679
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (2) 0 0.675
Max -ve 0 -0.017 1.830 -0.679
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.088
Max -ve 0 -0.006 1.830 -0.090
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.088
Max -ve 0 -0.015 1.830 -0.090
14:COMB - 0.9 Dead
Max +ve 0 0.088
Max -ve 0 -0.006 1.830 -0.090
6 6 2.450 1:LOAD CASE 1 Max +ve 0 0.728 0 0.004
Max -ve
2:LOAD CASE 2 Max +ve 0 0 0 0.029
Max -ve 0 0
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0

Print Time/Date: 05/11/2023 21:28 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 12 of 15
 Job No Sheet No Rev
13
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By Date05-Nov-23 Chd

Client File PylonSignage.STD Date/Time 05-Nov-2023 21:25

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kN) (m) (kN)
4:Z Max +ve 0 0.195 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 0 1.020 0 0.005
Max -ve
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 0.874 0 0.050
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 0.874 0 0.033
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.874 0 0.004
Max -ve
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.972 0 0.004
Max -ve
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(1) 0.874 0 0.033
Max -ve
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(2) 1.069 0 0.033
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.655 0 0.003
Max -ve
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.851 0 0.003
Max -ve
14:COMB - 0.9 Dead
Max +ve 0 0.655 0 0.003
Max -ve
7 4 1.529 1:LOAD CASE 1 Max +ve 0 0.086
Max -ve 0 -1.837 1.529 -0.013
2:LOAD CASE 2 Max +ve 0 0 0 0.021
Max -ve 0 0
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0
4:Z Max +ve 0 0
Max -ve 0 -0.216 0 0
5:COMB - 1.4 Dead
Max +ve 0 0.120
Max -ve 0 -2.572 1.529 -0.019
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 0.137
Max -ve 0 -2.204
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 0.124
Max -ve 0 -2.204
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.103
Max -ve 0 -2.204 1.529 -0.016
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.103
Max -ve 0 -2.312 1.529 -0.016
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (1) 0 0.124
Max -ve 0 -2.204
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (2) 0 0.124
Max -ve 0 -2.420
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.077
Max -ve 0 -1.653 1.529 -0.012
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.077
Max -ve 0 -1.869 1.529 -0.012
14:COMB - 0.9 Dead
Max +ve 0 0.077

Print Time/Date: 05/11/2023 21:28 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 13 of 15
 Job No Sheet No Rev
14
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By Date05-Nov-23 Chd

Client File PylonSignage.STD Date/Time 05-Nov-2023 21:25

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kN) (m) (kN)
Max -ve 0 -1.653 1.529 -0.012
8 5 1.529 1:LOAD CASE 1 Max +ve 0 0.021
Max -ve 0 -0.768 1.529 -0.077
2:LOAD CASE 2 Max +ve 0 0
Max -ve 0 0 0 -0.085
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0
4:Z Max +ve 0 0
Max -ve 0 -0.009 0 0
5:COMB - 1.4 Dead
Max +ve 0 0.030
Max -ve 0 -1.075 1.529 -0.108
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live
Max -ve 0 -0.921 1.529 -0.230
7:COMB - 1.2 Dead
Max+ +ve
1 Live
Max -ve 0 -0.921 1.529 -0.178
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.026
Max -ve 0 -0.921 1.529 -0.093
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.026
Max -ve 0 -0.926 1.529 -0.093
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (1)
Max -ve 0 -0.921 1.529 -0.178
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind (2)
Max -ve 0 -0.930 1.529 -0.178
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.019
Max -ve 0 -0.691 1.529 -0.070
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.019
Max -ve 0 -0.700 1.529 -0.070
14:COMB - 0.9 Dead
Max +ve 0 0.019
Max -ve 0 -0.691 1.529 -0.070
9 7 1.529 1:LOAD CASE 1 Max +ve 0 0.735 0 0.070
Max -ve 1.529 -0.029
2:LOAD CASE 2 Max +ve 0 0 0 0.082
Max -ve 0 0
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0
4:Z Max +ve 0 0
Max -ve 0 -0.014 0 0
5:COMB - 1.4 Dead
Max +ve 0 1.028 0 0.098
Max -ve 1.529 -0.040
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 0.882 0 0.215
Max -ve
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 0.882 0 0.166
Max -ve
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 0.882 0 0.084
Max -ve 1.529 -0.034
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 0.875 0 0.084
Max -ve 1.529 -0.034
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(1) 0.882 0 0.166
Max -ve

Print Time/Date: 05/11/2023 21:28 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 14 of 15
 Job No Sheet No Rev
15
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By Date05-Nov-23 Chd

Client File PylonSignage.STD Date/Time 05-Nov-2023 21:25

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kN) (m) (kN)
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(2) 0.868 0 0.166
Max -ve
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 0.661 0 0.063
Max -ve 1.529 -0.026
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 0.648 0 0.063
Max -ve 1.529 -0.026
14:COMB - 0.9 Dead
Max +ve 0 0.661 0 0.063
Max -ve 1.529 -0.026
10 7 1.529 1:LOAD CASE 1 Max +ve 0 1.661 0 0.032
Max -ve 1.529 -0.067
2:LOAD CASE 2 Max +ve 0 0
Max -ve 0 0 0 -0.012
3:X Max +ve 0 0 0 0
Max -ve 0 0 0 0
4:Z Max +ve 0 0.215 0 0
Max -ve 0 0
5:COMB - 1.4 Dead
Max +ve 0 2.325 0 0.045
Max -ve 1.529 -0.094
6:COMB - 1.2 Dead
Max+ +ve
1.6 Live 0 1.993 0 0.019
Max -ve 1.529 -0.099
7:COMB - 1.2 Dead
Max+ +ve
1 Live 0 1.993 0 0.027
Max -ve 1.529 -0.092
8:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (1) 0 1.993 0 0.038
Max -ve 1.529 -0.080
9:COMB - 1.2 Dead
Max+ +ve
0.5 Wind (2) 0 2.100 0 0.038
Max -ve 1.529 -0.080
10:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(1) 1.993 0 0.027
Max -ve 1.529 -0.092
11:COMB - 1.2 Dead
Max++ve
1 Live + 1 Wind0(2) 2.208 0 0.027
Max -ve 1.529 -0.092
12:COMB - 0.9 Dead
Max++ve
1 Wind (1) 0 1.495 0 0.029
Max -ve 1.529 -0.060
13:COMB - 0.9 Dead
Max++ve
1 Wind (2) 0 1.709 0 0.029
Max -ve 1.529 -0.060
14:COMB - 0.9 Dead
Max +ve 0 1.495 0 0.029
Max -ve 1.529 -0.060

Print Time/Date: 05/11/2023 21:28 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 15 of 15