Required information Consider the beam given in the figure. Given: X = 0.4 in, E = 30,000 kips/in², and /= 240 in4. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 0.003 rad A w = 4 kips/ft 8' xŢ B +24 C Draw the shear, and moment curves for the given beam in figure if segment AB has 1.5%. Please upload your response/solution using the controls below.
Required information Consider the beam given in the figure. Given: X = 0.4 in, E = 30,000 kips/in², and /= 240 in4. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 0.003 rad A w = 4 kips/ft 8' xŢ B +24 C Draw the shear, and moment curves for the given beam in figure if segment AB has 1.5%. Please upload your response/solution using the controls below.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Required information
Consider the beam given in the figure. Given: X = 0.4 in, E = 30,000 kips/in2, and /= 240 in 4.
NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.
0.003 rad
ΤΑ
w = 4 kips/ft
8'
xŢ
B
+2
с
Draw the shear, and moment curves for the given beam in figure if segment AB has 1.5%.
Please upload your response/solution using the controls below.
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Step 1: State the given d
VIEWStep 2: Determine the fixed end moment
VIEWStep 3: Slope deflection equation
VIEWStep 4: Apply equilibrium conditions
VIEWStep 5: Taking member AB and BC
VIEWStep 6: Calculation of shear force and it's diagram
VIEWStep 7: Calculation of bending moment and its diagram
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