6. For the beam shown supporting a 15 kN concentrated load at the free end and another 15 kN at point C. determine the slope at B and the deflection at point C. Use E = 200,000 MPa and 1 - 9 x 107 mm. Use Area Moment Method. 15 kN a --2.0 m -21 b -4.0 m 15 kN -31 -4.0 m d

Structural Analysis
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Chapter2: Loads On Structures
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For the beam shown supporting a 15 kN concentrated load at the free end and another 15 kN at point C. determine the slope at B and the deflection at point C. Use E=200,000 MPa and I=9x 10^7 mm4. Use Area moment method

 

 

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6. For the beam shown supporting a 15 kN concentrated load at the free end and another 15 kN at
point C, determine the slope at B and the deflection at point C. Use E = 200,000 MPa and I - 9 x
107 mm¹. Use Area Moment Method.
15 kN
a
CS Scanned with CamScanner
-2.0 m
-21
b
-4.0 m
15 kN
с
-31
-4.0 m
Transcribed Image Text:% 6. For the beam shown supporting a 15 kN concentrated load at the free end and another 15 kN at point C, determine the slope at B and the deflection at point C. Use E = 200,000 MPa and I - 9 x 107 mm¹. Use Area Moment Method. 15 kN a CS Scanned with CamScanner -2.0 m -21 b -4.0 m 15 kN с -31 -4.0 m
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