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P16.10 Vertical Both reactions and the shearing force and bending moment at section 1-1. (Ans: load @ 1-1: V1-1 = -0.333,0.667, P16.3 ing mo %3D M1-1 10 ft) %3D

P16.10 Vertical Both reactions and the shearing force and bending moment at section 1-1. (Ans: load @ 1-1: V1-1 = -0.333,0.667, P16.3 ing mo %3D M1-1 10 ft) %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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16.15 Problems Both reactions and the shearing force and bending moment P16.10 at section 1-1. (Ans: load @ 1-1: V1-1 = -0.333,0.667, M1-1 = 10 ft) P16.3 Vertical ing mo %3D %3D 11 A В 1 .C 30 ft 30 ft – 15 ft' 15 ft Problem 16.3 P16.11 Vert ing M. P16.4 Reaction at C, moment at C, and the shearing force and bending
Transcribed Image Text:16.15 Problems Both reactions and the shearing force and bending moment P16.10 at section 1-1. (Ans: load @ 1-1: V1-1 = -0.333,0.667, M1-1 = 10 ft) P16.3 Vertical ing mo %3D %3D 11 A В 1 .C 30 ft 30 ft – 15 ft' 15 ft Problem 16.3 P16.11 Vert ing M. P16.4 Reaction at C, moment at C, and the shearing force and bending
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