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PROBLEM 10.1 A statically determinate pin-jointed frame is shown in Figure P10.1. The cross-sectional area of all members is equal to 1500 mm² with the modulus of elasticity E = 205 kN/mm². Using the data given, determine the value of the resultant deflection at joint D. (Answer: &v,D = 19.13 mm v SH,D = 3.46 mm - D = 19.44 mm ) 50 kN В 50 kN 12 kN HA А E D 100 kN VA 4.0 m 4.0 m 3.0 m

PROBLEM 10.1 A statically determinate pin-jointed frame is shown in Figure P10.1. The cross-sectional area of all members is equal to 1500 mm² with the modulus of elasticity E = 205 kN/mm². Using the data given, determine the value of the resultant deflection at joint D. (Answer: &v,D = 19.13 mm v SH,D = 3.46 mm - D = 19.44 mm ) 50 kN В 50 kN 12 kN HA А E D 100 kN VA 4.0 m 4.0 m 3.0 m

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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PROBLEM 10.1 A statically determinate pin-jointed frame is shown in Figure P10.1. The cross-sectional area of all members is equal to 1500 mm² with the modulus of elasticity E = 205 kN/mm². Using the data given, determine the value of the resultant deflection at joint D. (Answer: Sv,D = 19.13 mm SH.D = 3.46 mm - dD = 19.44 mm ) 50 kN В 50 kN 12 kN НА A E D 100 kN VA 4.0 m VE 4.0 m 3.0 m
Transcribed Image Text:PROBLEM 10.1 A statically determinate pin-jointed frame is shown in Figure P10.1. The cross-sectional area of all members is equal to 1500 mm² with the modulus of elasticity E = 205 kN/mm². Using the data given, determine the value of the resultant deflection at joint D. (Answer: Sv,D = 19.13 mm SH.D = 3.46 mm - dD = 19.44 mm ) 50 kN В 50 kN 12 kN НА A E D 100 kN VA 4.0 m VE 4.0 m 3.0 m
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