a) The truss structure in Figure 04 is supported at A and D with downward vertical load Fi acting at joint E and a downward vertical load F: acting at joint C. The length of each truss member AB, BE, BC, CD and CF is 1.25 m. If F 95 KN and F 225 kN, determine the reaction force Ra and Ro at the supports A and D. Give your answers in kilonewtons (kN) to two decimal places. F1 F2 Figure Q4 b) For the truss structure in Figure Q4, determine the forces FAr. Faa and For acting in members AE, AB & CF and clearly state if each member is in compression or in tension. Give your answers in kilonewtons (kN) to two decimal places.

International Edition---engineering Mechanics: Statics, 4th Edition
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Author:Andrew Pytel And Jaan Kiusalaas
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Chapter5: Three-dimensional Equilibrium
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Question 5
a) The truss structure in Figure Q4 is supported at A and D with downward vertical
load Fi acting at joint E and a downward vertical load F2 acting at joint C. The
length of each truss member AB, BE, BC, CD and CF is 1.25 m. If F, 95 KN and
F 225 kN, determine the reaction force Ra and Ro at the supports A and D.
Give your answers in kilonewtons (kN) to two decimal places.
F1
F2
Figure Q4
b) For the truss structure in Figure Q4, determine the forces FAE. FAs and For acting in
members AE, AB & CF and clearly state if each member is in compression or in
tension. Give your answers in kilonewtons (kN) to two decimal places.
c) A solid homogeneous truss tie-rod has a diameter of 9.52 mm and an original
length of 1.75 m experiences a stress of 600 MPa when placed under tension. If
the material used for the truss tie-rod has a Young's Modulus, E, of 5.8 x 10" N/m²,
calculate: () the tie-rod's extension in millimetres (mm): (4) the strain energy (U) in
Joules; and () the strain energy per unit volume (UN) in Joules per cubic metre
(m³). Give your answers to two decimal places.
Transcribed Image Text:Question 5 a) The truss structure in Figure Q4 is supported at A and D with downward vertical load Fi acting at joint E and a downward vertical load F2 acting at joint C. The length of each truss member AB, BE, BC, CD and CF is 1.25 m. If F, 95 KN and F 225 kN, determine the reaction force Ra and Ro at the supports A and D. Give your answers in kilonewtons (kN) to two decimal places. F1 F2 Figure Q4 b) For the truss structure in Figure Q4, determine the forces FAE. FAs and For acting in members AE, AB & CF and clearly state if each member is in compression or in tension. Give your answers in kilonewtons (kN) to two decimal places. c) A solid homogeneous truss tie-rod has a diameter of 9.52 mm and an original length of 1.75 m experiences a stress of 600 MPa when placed under tension. If the material used for the truss tie-rod has a Young's Modulus, E, of 5.8 x 10" N/m², calculate: () the tie-rod's extension in millimetres (mm): (4) the strain energy (U) in Joules; and () the strain energy per unit volume (UN) in Joules per cubic metre (m³). Give your answers to two decimal places.
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