16.15 Problems for Solution16.15 Problems for SolutionP16.2Sections 16.1–16.6For Problems 16.1 through 16.18, draw the quantitative influence linesfor the situations listed.Both reactions and the shearing force and bending moment atsection 1-1. (Ans: load @ 1-1: V1-118 m)P16.1%3D-0.4,0.6, M1-1%3D11A11B--30 m45 mProblem 16.1

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16.15 Problems for Solution P16.2 Sections 16.1-16.6 for the situations listed. Both reactions and the shearing force and bending moment at section 1-1. (Ans: load @ 1-1: V1-1 18 m) P16.1 %3D -0.4,0.6, M1-1 %3D A 30 m 45 m Problem 16.1

16.15 Problems for Solution P16.2 Sections 16.1-16.6 for the situations listed. Both reactions and the shearing force and bending moment at section 1-1. (Ans: load @ 1-1: V1-1 18 m) P16.1 %3D -0.4,0.6, M1-1 %3D A 30 m 45 m Problem 16.1

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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Question

16.15 Problems for Solution
16.15 Problems for Solution
P16.2
Sections 16.1–16.6
For Problems 16.1 through 16.18, draw the quantitative influence lines
for the situations listed.
Both reactions and the shearing force and bending moment at
section 1-1. (Ans: load @ 1-1: V1-1
18 m)
P16.1
%3D
-0.4,0.6, M1-1
%3D
11
A
11
B-
-30 m
45 m
Problem 16.1

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