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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=62 kN/m and P= 121 kN, determine: y, v 1.5 m B W 3.5 m P UB= C 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. a) Calculate the value of the deflection at point B due to uniformly distributed load win the form numerator EI Note: E/ will cancel out in further calculations. Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the positive 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 × 106 mm4]. If w=62 kN/m and P= 121 kN, determine: y, v 1.5 m B W 3.5 m P UB= C 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. a) Calculate the value of the deflection at point B due to uniformly distributed load win the form numerator EI Note: E/ will cancel out in further calculations. Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Please help me answer question A, B and C

The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200 GPa; /= 1120 × 106 mm²]. If w=62 kN/m and P= 121 kN, determine: A AY, V 1.5 m B W 3.5 m P IIVI. с 2.5 m D X 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. a) Calculate the value of the deflection at point B due to uniformly distributed load win the form UB = numerator ΕΙ Note: E/ will cancel out in further calculations. Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.
Transcribed Image Text:The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200 GPa; /= 1120 × 106 mm²]. If w=62 kN/m and P= 121 kN, determine: A AY, V 1.5 m B W 3.5 m P IIVI. с 2.5 m D X 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. a) Calculate the value of the deflection at point B due to uniformly distributed load win the form UB = numerator ΕΙ Note: E/ will cancel out in further calculations. Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.
b) Calculate the value of the deflection at point B due to concentrated load Pin the form UB = numerator EI Note: E/ will cancel out in further calculations. Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the positive direction of deflection in the positive direction of v axis. c) Calculate the vertical reaction at support B. When sketching FBD, assume the positive direction of all reactions in the positive direction of yaxis. Enter your answer in kN to two decimal places.
Transcribed Image Text:b) Calculate the value of the deflection at point B due to concentrated load Pin the form UB = numerator EI Note: E/ will cancel out in further calculations. Enter the numerator in the answer box below in kNm³ to three decimal places. Assume the positive direction of deflection in the positive direction of v axis. c) Calculate the vertical reaction at support B. When sketching FBD, assume the positive direction of all reactions in the positive direction of yaxis. Enter your answer in kN to two decimal places.
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From the same problem could you please help me answer D, E and F

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= 62 kN/m and P= 121 kN, determine: AY, V 1.5 m B W 3.5 m Figure Q.2 P d) Calculate the vertical reaction at support D. Enter your answer in kN to two decimal places. e) Calculate the vertical reaction at support A. Enter your answer in kN to two decimal places. 2.5 m Part B. The magnitude of the maximum bending stress in the beam. f) Find the maximum bending moment in the beam. Enter your answer in kNm to two decimal places. D
Transcribed Image Text: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= 62 kN/m and P= 121 kN, determine: AY, V 1.5 m B W 3.5 m Figure Q.2 P d) Calculate the vertical reaction at support D. Enter your answer in kN to two decimal places. e) Calculate the vertical reaction at support A. Enter your answer in kN to two decimal places. 2.5 m Part B. The magnitude of the maximum bending stress in the beam. f) Find the maximum bending moment in the beam. Enter your answer in kNm to two decimal places. D
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