Please answer as soon as possible. A wooden rectangular beam is subjected to various loading. Draw the shear and momentdiagram. Fb 11 MPa. Fv = 1.20 MPa. Design the beam using nominal dimensions if b= 125 mm10 KN/m6m40KN4m40KN3mPart 2Compute the spacing between joists with a bending stress of 12 MPa. Floor joists size:w = 3 inches by h = 6 inches and it is simply supported with a span of 4.5 m. Carry afloor loaded at 5 KN/m². What safe floor load could be carried on a center-line spacingof 2 feet?

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A wooden rectangular beam is subjected to various loading. Draw the shear and moment diagram. Fb 11 MPa. Fv = 1.20 MPa. Design the beam using nominal dimensions if b = 125 mm 10 KN/m 6m 40KN 4m 40KN 3m

A wooden rectangular beam is subjected to various loading. Draw the shear and moment diagram. Fb 11 MPa. Fv = 1.20 MPa. Design the beam using nominal dimensions if b = 125 mm 10 KN/m 6m 40KN 4m 40KN 3m

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

Please answer as soon as possible.

A wooden rectangular beam is subjected to various loading. Draw the shear and moment
diagram. Fb 11 MPa. Fv = 1.20 MPa. Design the beam using nominal dimensions if b
= 125 mm
10 KN/m
6m
40KN
4m
40KN
3m
Part 2
Compute the spacing between joists with a bending stress of 12 MPa. Floor joists size:
w = 3 inches by h = 6 inches and it is simply supported with a span of 4.5 m. Carry a
floor loaded at 5 KN/m². What safe floor load could be carried on a center-line spacing
of 2 feet?

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