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A cantilevered beam has a distributed load (w) of 5083N/m acting down on it and along its entire length. The beam is also simply supported at a distance (A) 2.48m from the fixed end and the remaining beam length (B) is 0.83m. The beam material has a Young's Modulus of 118.03GPa, a width of 65mm and a depth of 29mm. Determine the reaction force at the simple support (Answer in N). Determine the reaction moment at the fixed end (Answer in Nmm). Determine the deflection at the end of the beam (Answer in m). Determine the maximum shear stress in the beam at the fixed end (Answer in MPa). W A B Select the 4 correct answers from the list below/: a. 6003.03324798387 b. 8004.04433064516 c. 14007.077578629 O d. 0.0106296006912193 e. -5.42679675333704 f. 0.00885800057601606 g. -6.51215610400445 Oh. 0.0124012008064225 Di. 0.00708640046081285 Oj. 1212956.29 Ok. 2425912.58 I. 3032390.725 m. -7.59751545467186 n. 606478.145000001 Oo. 0.00531480034560964 Op. 10005.0554133065 q. 12006.0664959677 O r. -8.68287480533927 s.-4.34143740266963 O t. 1819434.435

A cantilevered beam has a distributed load (w) of 5083N/m acting down on it and along its entire length. The beam is also simply supported at a distance (A) 2.48m from the fixed end and the remaining beam length (B) is 0.83m. The beam material has a Young's Modulus of 118.03GPa, a width of 65mm and a depth of 29mm. Determine the reaction force at the simple support (Answer in N). Determine the reaction moment at the fixed end (Answer in Nmm). Determine the deflection at the end of the beam (Answer in m). Determine the maximum shear stress in the beam at the fixed end (Answer in MPa). W A B Select the 4 correct answers from the list below/: a. 6003.03324798387 b. 8004.04433064516 c. 14007.077578629 O d. 0.0106296006912193 e. -5.42679675333704 f. 0.00885800057601606 g. -6.51215610400445 Oh. 0.0124012008064225 Di. 0.00708640046081285 Oj. 1212956.29 Ok. 2425912.58 I. 3032390.725 m. -7.59751545467186 n. 606478.145000001 Oo. 0.00531480034560964 Op. 10005.0554133065 q. 12006.0664959677 O r. -8.68287480533927 s.-4.34143740266963 O t. 1819434.435

Structural Analysis
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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Can I got the corrct answers please !!! for the choices 

A cantilevered beam has a distributed load (w) of 5083N/m acting down on it and along its entire length. The beam is also simply supported at a distance (A) 2.48m from the fixed end and the remaining beam length (B) is 0.83m. The beam material has a Young's Modulus of 118.03GPa, a width of 65mm and a depth of 29mm. Determine the reaction force at the simple support (Answer in N). Determine the reaction moment at the fixed end (Answer in Nmm ). Determine the deflection at the end of the beam (Answer in m). Determine the maximum shear stress in the beam at the fixed end (Answer in MPa). W p A B Select the 4 correct answers from the list below/: a. 6003.03324798387 b. 8004.04433064516 c. 14007.077578629 O d. 0.0106296006912193 e. -5.42679675333704 f. 0.00885800057601606 g. -6.51215610400445 h. 0.0124012008064225 i. 0.00708640046081285 Oj. 1212956.29 Ok. 2425912.58 I. 3032390.725 Om. -7.59751545467186 n. 606478.145000001 Oo. 0.00531480034560964 p. 10005.0554133065 q. 12006.0664959677 r. -8.68287480533927 S. -4.34143740266963 t. 1819434.435
Transcribed Image Text:A cantilevered beam has a distributed load (w) of 5083N/m acting down on it and along its entire length. The beam is also simply supported at a distance (A) 2.48m from the fixed end and the remaining beam length (B) is 0.83m. The beam material has a Young's Modulus of 118.03GPa, a width of 65mm and a depth of 29mm. Determine the reaction force at the simple support (Answer in N). Determine the reaction moment at the fixed end (Answer in Nmm ). Determine the deflection at the end of the beam (Answer in m). Determine the maximum shear stress in the beam at the fixed end (Answer in MPa). W p A B Select the 4 correct answers from the list below/: a. 6003.03324798387 b. 8004.04433064516 c. 14007.077578629 O d. 0.0106296006912193 e. -5.42679675333704 f. 0.00885800057601606 g. -6.51215610400445 h. 0.0124012008064225 i. 0.00708640046081285 Oj. 1212956.29 Ok. 2425912.58 I. 3032390.725 Om. -7.59751545467186 n. 606478.145000001 Oo. 0.00531480034560964 p. 10005.0554133065 q. 12006.0664959677 r. -8.68287480533927 S. -4.34143740266963 t. 1819434.435
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