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Consider the following values in the given beam above: L1 = 6 m L2=3 m L3 = 3 m L4 = 3 m L5 = 2m L6 = 1 m W1 = 60 kN/m W2 = 20 kN/m P = 30 kN M = 40 kN-m External support reactions: RA= RC = RF = The shear and moment at point B are The moment at point C is KN KN KN kN-m. KN and KN-m, respectively.

Consider the following values in the given beam above: L1 = 6 m L2=3 m L3 = 3 m L4 = 3 m L5 = 2m L6 = 1 m W1 = 60 kN/m W2 = 20 kN/m P = 30 kN M = 40 kN-m External support reactions: RA= RC = RF = The shear and moment at point B are The moment at point C is KN KN KN kN-m. KN and KN-m, respectively.

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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Consider the following values in the given beam above: L1 = 6 m L2 = 3 m L3 = 3 m L4 = 3 m L5 = 2 m L6 = 1 m W1 = 60 kN/m W2 = 20 kN/m P = 30 kN M = 40 kN-m External support reactions: RA= RC = RF = KN KN KN The shear and moment at point B are The moment at point C is The moment at point D is The maximum positive moment at segment AC is The maximum positive moment at segment CF is The maximum shear along the entire span of the beam is kN-m. kN-m. The maximum positive moment along the entire span of the beam is The maximum positive moment along the entire span of the beam is kN and kN-m. It is located at kN-m. KN. kN-m. kN-m. kN-m, respectively. m from point A. Express all your answers in three decimal places. For the reactions, there is NO NEED to put the sign. For V and M values, ALWAYS include the sign (+ or -) to denote the nature of shear and bending. Not indicating the sign will mark your answer wrong. No considerations.
Transcribed Image Text:Consider the following values in the given beam above: L1 = 6 m L2 = 3 m L3 = 3 m L4 = 3 m L5 = 2 m L6 = 1 m W1 = 60 kN/m W2 = 20 kN/m P = 30 kN M = 40 kN-m External support reactions: RA= RC = RF = KN KN KN The shear and moment at point B are The moment at point C is The moment at point D is The maximum positive moment at segment AC is The maximum positive moment at segment CF is The maximum shear along the entire span of the beam is kN-m. kN-m. The maximum positive moment along the entire span of the beam is The maximum positive moment along the entire span of the beam is kN and kN-m. It is located at kN-m. KN. kN-m. kN-m. kN-m, respectively. m from point A. Express all your answers in three decimal places. For the reactions, there is NO NEED to put the sign. For V and M values, ALWAYS include the sign (+ or -) to denote the nature of shear and bending. Not indicating the sign will mark your answer wrong. No considerations.
A 21 Wa B L2 이 C P 미사 13 2m E w2 4 F 이름 LS M G 1 LG I
Transcribed Image Text:A 21 Wa B L2 이 C P 미사 13 2m E w2 4 F 이름 LS M G 1 LG I
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