INSTRUCTIONS Consider the diagram shown below. It depicts a simple bridge and a HS 15-44 truck live load. Write a program that will compute and visualize the influence lines of bending moment and shear force at points C for the two cases below, due to the influence of moving live load HS 15- 44. Note that A1, A2, A3, and A4 are support points. Take L1= 20 ft, and L2= 15 ft, 11 = 20 ft, 12 = 14 ft, and F=12k. Note that there are hinges at B1 and B2. State any reasonable assumptions. A1 B1 A2 L1 L1 Case 1: L3 = 30ft: Case 2: L3 = 50 ft F 11 C 12 F F/4 A3 B2 A4 L3 L3 L2 L2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question

I need help writing a Matlab computer program for the following problem. If you could help me id greatly appreciate it. I will rate. Thank you.

INSTRUCTIONS
Consider the diagram shown below. It depicts a simple bridge and a HS 15-44 truck live load.
Write a program that will compute and visualize the influence lines of bending moment and
shear force at points C for the two cases below, due to the influence of moving live load HS 15-
44. Note that A1, A2, A3, and A4 are support points. Take L1= 20 ft, and L2= 15 ft, 11 = 20 ft,
12 = 14 ft, and F=12k. Note that there are hinges at B1 and B2. State any reasonable
assumptions.
A1
B1
A2
L1
L1
Case 1: L3 = 30ft: Case 2: L3 = 50 ft
F
11
C
12
F
F/4
A3
B2
A4
L3
L3
L2
L2
Transcribed Image Text:INSTRUCTIONS Consider the diagram shown below. It depicts a simple bridge and a HS 15-44 truck live load. Write a program that will compute and visualize the influence lines of bending moment and shear force at points C for the two cases below, due to the influence of moving live load HS 15- 44. Note that A1, A2, A3, and A4 are support points. Take L1= 20 ft, and L2= 15 ft, 11 = 20 ft, 12 = 14 ft, and F=12k. Note that there are hinges at B1 and B2. State any reasonable assumptions. A1 B1 A2 L1 L1 Case 1: L3 = 30ft: Case 2: L3 = 50 ft F 11 C 12 F F/4 A3 B2 A4 L3 L3 L2 L2
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