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Consider the given beam and loading where P= 7 kips/ft. (For S10 × 25.4, S= 24.6 in.) I A B C D. s10 x 25.4 2 ft' 10 ft 3 ft

Consider the given beam and loading where P= 7 kips/ft. (For S10 × 25.4, S= 24.6 in.) I A B C D. s10 x 25.4 2 ft' 10 ft 3 ft

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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Consider the given beam and loading where P=7 kips/ft. (For S10 x 25.4, S= 24.6 in.) P I A C D S10 x 25.4 2 ft 10 ft 3 ft From the figures given below, identify the correct bending-moment diagram and determine the maximum normal stress due to bending. (Round the final answer to two decimal places.) Bending (kip-t) Moment Bending (kip-t) Moment A E: D A E D B 22.6017 5.625 7.5 9.375 15 22.6017 5.625 7.5 9.375 15 Figure 1 Figure 2 Bending (kip-t) Moment Bending (kip-t) Moment A C: E D В A E D B 2.4416 6.75 11.058 12 15 24416 6.75 11.058 12 15 Figure 3 Figure 4 The correct bending-moment diagram is Figure 3 The maximum normal stress due to bending is ksi.
Transcribed Image Text:Consider the given beam and loading where P=7 kips/ft. (For S10 x 25.4, S= 24.6 in.) P I A C D S10 x 25.4 2 ft 10 ft 3 ft From the figures given below, identify the correct bending-moment diagram and determine the maximum normal stress due to bending. (Round the final answer to two decimal places.) Bending (kip-t) Moment Bending (kip-t) Moment A E: D A E D B 22.6017 5.625 7.5 9.375 15 22.6017 5.625 7.5 9.375 15 Figure 1 Figure 2 Bending (kip-t) Moment Bending (kip-t) Moment A C: E D В A E D B 2.4416 6.75 11.058 12 15 24416 6.75 11.058 12 15 Figure 3 Figure 4 The correct bending-moment diagram is Figure 3 The maximum normal stress due to bending is ksi.
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