shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that LAB = 2100mm, L BC = 2900 mm, Bo=20 mm, B₁ = 30 mm, and H = 240 mm, ho=160 mm, h₁ =40 mm, determinethe following quantities below:Notes:Sign of forces and moments: We define the coordinates below in the question. We assume (1) thepositive direction of a vertical force points downwards; (2) the positive direction of a horizontal forcepoints to the right; and (3) the positive direction of a moment is anti-clockwise.Decimal points: any decimal points are fine (typically 2 decimal points) and all the numerical questionshave a 10% error tolerance.Method marks: Method marks are considered using adaptive marking. The error will be carried forward,even if your answers to the first few questions are wrong, you can still get marks if the methods for thefollowing questions are correct. Steps are also enabled so that you will gain marks for the method. You willnot lose marks no matter if your steps are correct or not.(a)P777777XLABB7777LBCC(b)hiCross-sectionh₁B₁BoYFigure Q5: (a) The boundary.condition of the wooden beam (b) cross-section of the beamho HyQaa) Determine the 2nd moment of area of the I-beam cross-section with respect to z-axis in Figure (b)?2

Given data LAB =2100 mm, LBC =2900 mm, B0= 20mm B 1 = 30mm H = 240mm h0= 160mm h1 = 40mm

own in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that LAB = 2100 m, LBC = 2900 mm, Bo=20 mm, B₁ = 30 mm, and H = 240 mm, ho=160 mm, h₁ =40 mm, determine e following quantities below: otes: gn of forces and moments: We define the coordinates below in the question. We assume (1) the sitive direction of a vertical force points downwards; (2) the positive direction of a horizontal force pints to the right; and (3) the positive direction of a moment is anti-clockwise. ecimal points: any decimal points are fine (typically 2 decimal points) and all the numerical questions ave a 10% error tolerance. ethod marks: Method marks are considered using adaptive marking. The error will be carried forward, en if your answers to the first few questions are wrong, you can still get marks if the methods for the llowing questions are correct. Steps are also enabled so that you will gain marks for the method. You wi ot lose marks no matter if your steps are correct or not. (a) P X LAB B 7777 LBC C (b) hi Cross-section h₁ B₁ Во ho H

own in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that LAB = 2100 m, LBC = 2900 mm, Bo=20 mm, B₁ = 30 mm, and H = 240 mm, ho=160 mm, h₁ =40 mm, determine e following quantities below: otes: gn of forces and moments: We define the coordinates below in the question. We assume (1) the sitive direction of a vertical force points downwards; (2) the positive direction of a horizontal force pints to the right; and (3) the positive direction of a moment is anti-clockwise. ecimal points: any decimal points are fine (typically 2 decimal points) and all the numerical questions ave a 10% error tolerance. ethod marks: Method marks are considered using adaptive marking. The error will be carried forward, en if your answers to the first few questions are wrong, you can still get marks if the methods for the llowing questions are correct. Steps are also enabled so that you will gain marks for the method. You wi ot lose marks no matter if your steps are correct or not. (a) P X LAB B 7777 LBC C (b) hi Cross-section h₁ B₁ Во ho H

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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