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If Lo =5 m and Co = 2, the design flexural strength , Mn for W250x58 section of A992M bent about the strong axis equals: %3D

If Lo =5 m and Co = 2, the design flexural strength , Mn for W250x58 section of A992M bent about the strong axis equals: %3D

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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0 a 2178 kN O b. 3726 kN 1| select one: WG o weiox92
If Lp = 5 m and Co 2, the design flexural strength O, Mp for W250x58 section of A992M bent about the strong axis equals: Select one: O a. 265 kN.m O b. 422 kN.m O c. 317 kN.m Od. 238 kN.m f the bearing-type connection in figure is composed of 9M30 Grade A325M steel with the athoaly the If the bearing-type connection in figure is composed of 9M30 Grade A325M steel with the threads excluded from the shear plane, Considering the bolts shear strength only the maximum load Pthat can be applied to the connection equals O a. 2178 kN Ob. 3726 kN OC. 2961 kN d. 2763 kN A A::e 1773 kN If the permissible deflection is 30 mm and the W530X66 section is not satisfactory for deflection of the simply supported beam in figure, then the most economical and satisfactory section for deflection is: L=8 m, w = 80 kN/m 7. Select one: Oa W610X92 Ob. 610X101 Ca.W610x82 d. W610x113
Transcribed Image Text:If Lp = 5 m and Co 2, the design flexural strength O, Mp for W250x58 section of A992M bent about the strong axis equals: Select one: O a. 265 kN.m O b. 422 kN.m O c. 317 kN.m Od. 238 kN.m f the bearing-type connection in figure is composed of 9M30 Grade A325M steel with the athoaly the If the bearing-type connection in figure is composed of 9M30 Grade A325M steel with the threads excluded from the shear plane, Considering the bolts shear strength only the maximum load Pthat can be applied to the connection equals O a. 2178 kN Ob. 3726 kN OC. 2961 kN d. 2763 kN A A::e 1773 kN If the permissible deflection is 30 mm and the W530X66 section is not satisfactory for deflection of the simply supported beam in figure, then the most economical and satisfactory section for deflection is: L=8 m, w = 80 kN/m 7. Select one: Oa W610X92 Ob. 610X101 Ca.W610x82 d. W610x113
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