Influence Lines10.5-0.5-110152025303540Location of Load (ft)1. Determine the reaction at A in kips due to a load of 10 kips placed at 10 ft.2. Determine the reaction at A in kips due to a load of 10 kips placed at 30 ft.3. Determine the reaction at A in kips due to the following load group:4 kips at 15'2 kips at 18'2 kips at 21'Determine the reaction at A in kips due to a uniform load of 0.4 kips/ft placed over the wholebeam. Recall that areas can be positive or negative.5. What is the largest possible reaction in kips (absolute value) due to a uniform load of 0.6kips/ft that can be placed anywhere on the beam?4.Reaction at A (unitless)

1.) The expression of reaction at A due to load of 10 kips placed at 10ft is given as…

Answered: Influence Lines 0.5 -0.5 -1 15 Location…

Engineering

Civil Engineering

Influence Lines 0.5 -0.5 -1 15 Location of Load (ft) 10 20 25 30 35 40 Reaction at A (unitless)

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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Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Influence Lines
1
0.5
-0.5
-1
10
15
20
25
30
35
40
Location of Load (ft)
1. Determine the reaction at A in kips due to a load of 10 kips placed at 10 ft.
2. Determine the reaction at A in kips due to a load of 10 kips placed at 30 ft.
3. Determine the reaction at A in kips due to the following load group:
4 kips at 15'
2 kips at 18'
2 kips at 21'
Determine the reaction at A in kips due to a uniform load of 0.4 kips/ft placed over the whole
beam. Recall that areas can be positive or negative.
5. What is the largest possible reaction in kips (absolute value) due to a uniform load of 0.6
kips/ft that can be placed anywhere on the beam?
4.
Reaction at A (unitless)

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