15 kN/m 10 kN/m 8.00 2.00 4.00 10.00 3.00
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
SOLVE FOR 1 AND 2 ONLY THANKS
![50 kN
40 kN
15 kN/m
10 kN/m
8.00
2.00
4.00
10.00
3.00
BEAM LAYOUT
SCALE
1.
100
M
INSTRUCTIONS:
FOR THE CONTINUOUS BEAM SHOWN, USING THE THREE-MOMENT-EQUATION, PERFORM THE FOLLOWING:
1. SOLVE FOR THE MAGNITUDE OF ALL THE REACTIONS FORCES AND COUPLES.
DRAW THE SHEAR AND MOMENT DIAGRAMS (w/ COMPLETE LABELS).
DETERMINE THE MAXIMUM SHEAR AND MOMENT AND THEIR LOCATIONS THROUGHOUT THE BEAM.
4. SOLVE FOR THE LOCATION AND MAGNITUDE OF THE MAXIMUM DEFLECTION OF THE BEAM. ASSUME THAT THE
BEAM IS PRISMATIC AND THAT IT IS HOMOGENOUS THROUGHOUT ITS LENGTH. PRESENT YOUR ANSWERS IN
2.
3.
TERMS OF THE FLEXURAL STIFFNESS (EI).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F173ff369-d226-49af-83dd-a9c0f5814097%2F62fa37d3-ee79-4a5d-819d-fd89affe32c1%2Fmxe2rum_processed.jpeg&w=3840&q=75)
Transcribed Image Text:50 kN
40 kN
15 kN/m
10 kN/m
8.00
2.00
4.00
10.00
3.00
BEAM LAYOUT
SCALE
1.
100
M
INSTRUCTIONS:
FOR THE CONTINUOUS BEAM SHOWN, USING THE THREE-MOMENT-EQUATION, PERFORM THE FOLLOWING:
1. SOLVE FOR THE MAGNITUDE OF ALL THE REACTIONS FORCES AND COUPLES.
DRAW THE SHEAR AND MOMENT DIAGRAMS (w/ COMPLETE LABELS).
DETERMINE THE MAXIMUM SHEAR AND MOMENT AND THEIR LOCATIONS THROUGHOUT THE BEAM.
4. SOLVE FOR THE LOCATION AND MAGNITUDE OF THE MAXIMUM DEFLECTION OF THE BEAM. ASSUME THAT THE
BEAM IS PRISMATIC AND THAT IT IS HOMOGENOUS THROUGHOUT ITS LENGTH. PRESENT YOUR ANSWERS IN
2.
3.
TERMS OF THE FLEXURAL STIFFNESS (EI).
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