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Situation ili: The concrete pad shown in FIGURE SOM-003 is subjected to uniform loads. L=1m, La= 1.5 m, La= 2 m, wi-w=112 kN/m. 11- -12-- wi 9 FIGURE SOM-003 11) Determine the maximum shear in the slab. A. 58 kN B. 50 kN C.62 kN D. 48 kN w2 12) Determine the maximum moment in the slab. A. 38 kN-m C. 36 kN-m A. 3.5 m C. 2.5m 8.40 kN-m D. 42 kN-m 13) Determine the location of zero bending moment measured from the left end of the slab. B. 1.00 m D. 1.75 m

Situation ili: The concrete pad shown in FIGURE SOM-003 is subjected to uniform loads. L=1m, La= 1.5 m, La= 2 m, wi-w=112 kN/m. 11- -12-- wi 9 FIGURE SOM-003 11) Determine the maximum shear in the slab. A. 58 kN B. 50 kN C.62 kN D. 48 kN w2 12) Determine the maximum moment in the slab. A. 38 kN-m C. 36 kN-m A. 3.5 m C. 2.5m 8.40 kN-m D. 42 kN-m 13) Determine the location of zero bending moment measured from the left end of the slab. B. 1.00 m D. 1.75 m

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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Situation ili: The concrete pad shown in FIGURE SOM-003 is subjected to uniform loads. L= 1 m, La 1.5 m, La= 2 m, w-w=112 kN/m. 11- -12- wi w2 9 FIGURE SOM-003 11) Determine the maximum shear in the slab. A. 58 kN B. 50 kN C. 62 kN D. 48 kN 12) Determine the maximum moment in the slab. A. 38 kN-m 8.40 kN-m C. 36 kN-m D. 42 kN-m A. 3.5 m C. 2.5m 13) Determine the location of zero bending moment measured from the left end of the slab. B. 1.00 m D. 1.75 m
Transcribed Image Text:Situation ili: The concrete pad shown in FIGURE SOM-003 is subjected to uniform loads. L= 1 m, La 1.5 m, La= 2 m, w-w=112 kN/m. 11- -12- wi w2 9 FIGURE SOM-003 11) Determine the maximum shear in the slab. A. 58 kN B. 50 kN C. 62 kN D. 48 kN 12) Determine the maximum moment in the slab. A. 38 kN-m 8.40 kN-m C. 36 kN-m D. 42 kN-m A. 3.5 m C. 2.5m 13) Determine the location of zero bending moment measured from the left end of the slab. B. 1.00 m D. 1.75 m
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