b) Calculate the value of the deflection at point B due to concentrated load Pin the formUB =numeratorEINote: El will cancel out in further calculations.Enter the numerator in the answer box below in kNm³ to three decimal places. Assume thepositive direction of deflection in the positive direction of v axis. The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E=200 GPa; /= 1120 x 106 mm4]. If w= 59 kN/m and P= 129 kN, determine:Py, v1.5 mW3.5 mс2.5 mDHAFigure Q.2Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore,the released beam is simply supported between A and D.

Given:Required:Support reaction and deflection at B due to concentrated load P

The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E= 200 GPa; /= 1120 × 106 mm4]. If w= 59 kN/m and P= 129 kN, determine: P y, v 1.5 m B W 3.5 m с 2.5 m D Figure Q.2 Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported between A and D.

The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E= 200 GPa; /= 1120 × 106 mm4]. If w= 59 kN/m and P= 129 kN, determine: P y, v 1.5 m B W 3.5 m с 2.5 m D Figure Q.2 Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported between A and D.

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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