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M 1 fl-kip 10.00 f ww0.5 k -10.00 - B -5.00 ft- 1.0 kips

M 1 fl-kip 10.00 f ww0.5 k -10.00 - B -5.00 ft- 1.0 kips

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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Create Shear and Bending Moment Diagrams using EXCEL. [Label Maximum Moment, Maximum Shears, and Draw in Reactions on EXCEL Chart] 1.0 kips w 0.5 k M= 1 fi-kip 5.00 ft 10.00 A 10.00 f What is the maximum positive moment? What is the maximum negative moment?
Transcribed Image Text:Create Shear and Bending Moment Diagrams using EXCEL. [Label Maximum Moment, Maximum Shears, and Draw in Reactions on EXCEL Chart] 1.0 kips w 0.5 k M= 1 fi-kip 5.00 ft 10.00 A 10.00 f What is the maximum positive moment? What is the maximum negative moment?
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