Problem 1 A timber beam is to be designed to support a distributed load and up to two concentrated loads as shown. One of the dimensions of its uniform rectangular cross section has been specified and the other is to be determined so that the maximum normal stress in the beam will not exceed a given allowable value Oall. Write a computer program that can be used to calculate at given intervals AL the shear, the bending moment, and the smallest acceptable value of the unknown dimension. X3 P2 P1 w h A B Apply this program to solve the following problem, using the intervals AL = 0.3 m: for the beam and loading shown below, design the cross section of the beam, knowing that the grade of timber used has an allowable normal stress of 12 MPa. 2.5 kN 2.5 kN 6 kN/m 100 mm B A 3 m- 0.6 m 0.6 m

Problem 1 A timber beam is to be designed to support a distributed load and up to two concentrated loads as shown. One of the dimensions of its uniform rectangular cross section has been specified and the other is to be determined so that the maximum normal stress in the beam will not exceed a given allowable value Oall. Write a computer program that can be used to calculate at given intervals AL the shear, the bending moment, and the smallest acceptable value of the unknown dimension. X3 P2 P1 w h A B Apply this program to solve the following problem, using the intervals AL = 0.3 m: for the beam and loading shown below, design the cross section of the beam, knowing that the grade of timber used has an allowable normal stress of 12 MPa. 2.5 kN 2.5 kN 6 kN/m 100 mm B A 3 m- 0.6 m 0.6 m

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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a. What is the maximum bending moment on the beam? Answer in kN-m rounded-off to the nearest integer. b. What is the maximum shear force on the beam? Answer in kN rounded off to the nearest integer.
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Don't copy paste Answer Is not correct So please Do it own.
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