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25.0 kips ip-ft 5.0 kip/ft ↑ ↑ ↑ ↑ B E 5 ft 47.33 kips 5 ft 17.67 kips 3ft 5ft 32.33 7.33 7.33 -15.00 -17.67 -17.67

25.0 kips ip-ft 5.0 kip/ft ↑ ↑ ↑ ↑ B E 5 ft 47.33 kips 5 ft 17.67 kips 3ft 5ft 32.33 7.33 7.33 -15.00 -17.67 -17.67

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 2P
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Determine the bending moment Min the beam at the point located 0.25 ft to the left of support B. The ground reactions and shear- force diagram are shown. 25.0 kips 25 kip-ft 5.0 kip/ft B E 5 ft 47.33 kips 5 ft 17.67 kips 3ft 5ft 32.33 7.33 7.33 -15.00 -17.67 -17.67 Units: kip-ft Units: kips
Transcribed Image Text:Determine the bending moment Min the beam at the point located 0.25 ft to the left of support B. The ground reactions and shear- force diagram are shown. 25.0 kips 25 kip-ft 5.0 kip/ft B E 5 ft 47.33 kips 5 ft 17.67 kips 3ft 5ft 32.33 7.33 7.33 -15.00 -17.67 -17.67 Units: kip-ft Units: kips
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