A wooden beam is loaded by a distributed load w = 6 N/mm as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that LAB = 1900 mm, LBC = 3100 mm, W=200 mm, B0 = 30 mm, and H = 200 mm, h0=20 mm. Units: use N, mm, MPa as consistent units for all calculations. (a)(b)hotBo|HALABLBCCross-sectionWFigure Q4: (a) A wooden beam is loaded by a distributed load, (b) cross-section of thebeam. c) Calculate the equations of shear force V (x) and bending moment M(x). Typethe mathematical expressions or constants.Section AB:Shear force equation V(x)N=:Bending moment equation M(x) =N*mmSection BC:Shear force equation V (x) =:NBending moment equation M(x) =:N*mm

Answered: Image /qna-images/answer/b424dc0d-e9ed-4b8d-91c8-d98edd18a737.jpg

c) Calculate the equations of shear force V (x) and bending moment M(x). Type the mathematical expressions or constants. Section AB: Shear force equation V(x) =: N Bending moment equation M(x) N*mm Section BC: Shear force equation V(x) =: N Bending moment equation M(x) = N*mm

c) Calculate the equations of shear force V (x) and bending moment M(x). Type the mathematical expressions or constants. Section AB: Shear force equation V(x) =: N Bending moment equation M(x) Nmm Section BC: Shear force equation V(x) =: N Bending moment equation M(x) = Nmm

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

A wooden beam is loaded by a distributed load w = 6 N/mm as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that LAB = 1900 mm, LBC = 3100 mm, W=200 mm, B0 = 30 mm, and H = 200 mm, h0=20 mm.

Units: use N, mm, MPa as consistent units for all calculations.

(a)
(b)
hot
Bo
|H
A
LAB
LBC
Cross-section
W
Figure Q4: (a) A wooden beam is loaded by a distributed load, (b) cross-section of the
beam.

c) Calculate the equations of shear force V (x) and bending moment M(x). Type
the mathematical expressions or constants.
Section AB:
Shear force equation V(x)
N
=:
Bending moment equation M(x) =
N*mm
Section BC:
Shear force equation V (x) =:
N
Bending moment equation M(x) =:
N*mm

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