A wooden beam is loaded by a concentrated load P = 2000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that LAB = 2100 mm, LBC = 2900 mm, Bo=10 mm, B₁ = 20 mm, and H= 240 mm, ho=200 mm, h₁ =20 mm, determine the following quantities below: b) Calculate support reactions in A and B, following the defined sign convection. Reaction forces at point A, considering the sign: x-direction: XA= N, y-direction: YA= Reaction forces at point B, considering the sign: x-direction: XB= N, y-direction: YB= Internal shear force equation: V(x) = Internal bending moment equation: M(x) = c) Calculate the equations of internal shear force V(x) and bending moment M(x). Type the mathematical expressions or constants, following the defined sign convection. Section AB: Section BC: Internal shear force equation: V(x) = Internal bending moment equation: M(x) = N N N N N*mm N'mm

A wooden beam is loaded by a concentrated load P = 2000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that LAB = 2100 mm, LBC = 2900 mm, Bo=10 mm, B₁ = 20 mm, and H= 240 mm, ho=200 mm, h₁ =20 mm, determine the following quantities below: b) Calculate support reactions in A and B, following the defined sign convection. Reaction forces at point A, considering the sign: x-direction: XA= N, y-direction: YA= Reaction forces at point B, considering the sign: x-direction: XB= N, y-direction: YB= Internal shear force equation: V(x) = Internal bending moment equation: M(x) = c) Calculate the equations of internal shear force V(x) and bending moment M(x). Type the mathematical expressions or constants, following the defined sign convection. Section AB: Section BC: Internal shear force equation: V(x) = Internal bending moment equation: M(x) = N N N N N*mm N'mm

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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