Calculate for the shear at column CB in kN for the frame shown in Figure 4 using 18.7 kN, b 21.3 kN, and c = 45.3 kN, Enter absolute Portal Method. Use a = value only. %3D H. 3m "" KN 45m Figure 4

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Calculate for the shear at column CB in kN for the frame shown in Figure 4 using
18.7 kN, b 21.3 kN, and c = 45.3 kN, Enter absolute
Portal Method. Use a =
value only.
%3D
H.
3m
"" KN
45m
Figure 4
Transcribed Image Text:Calculate for the shear at column CB in kN for the frame shown in Figure 4 using 18.7 kN, b 21.3 kN, and c = 45.3 kN, Enter absolute Portal Method. Use a = value only. %3D H. 3m "" KN 45m Figure 4
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