Q1/ For the truss shown in Fig.(1): 1. Determine the type of the truss. 2. If the truss is made of a material that has maximum allowable force 2.5kN in tension and 1.75kN in compression, determine the largest load P that can be applied to that truss. P B 3m C 1m A F 1880 4m 4m D E

Q2. Determine the force in each member of the compound truss shown in Fig (2), below. 40kN SKN 4m 10KN C 1OKN ID E 4m A B Im im Im lu 2m Fig (2)

Calculate the stresses in the member CD DH and HG of the cantilever truss show

The members of the truss shown below have a cross-sectional area of 10,000 mm2. Determine the stresses in members AB and AE in MPa. Indicate if the stresses are in compression or tension. -3 m- -3 m- C E 40 kN 80 kN A 6m- 3m-

From the given truss shown: If each member of the truss can only carry 100 Kn for Tension Members and 20 Kn for Compression Members What is the maximum value of F that the truss can carry without failure in any member? 4 m D A 3 m 3 m F

Homework 3 m 113: Find the stresses in members BC, BD, and CF for the truss shown in Fig. Indicate the tension or compression. The cross sectional area of each member is 1600 mm. A 3 m 4 m 60 kN 90 kN 4 m Figure P-113 114: The homogeneous bar ABCD shown in Fig is

03: Check the stability and determinacy of the following structures. Make a table to show your answer as below Question No 1 (1) truss I (3) frame Stability Stable A (2) truss Determinacy Indet. to 2nd degree (4) beam (5) bearn 0 -Fig. 3

The truss is loaded by concentrated forces as shown in the figure. Use E = 30 x 106 psi and A = 0.90 in2 for all the members. Determine the deformation sustained by members CG and FG

2.31. The curved rigid bar ADB is joined to the two elastic bars OA and OB as shown in Fig. 2-48. For additional strength, it is desired to join bar OC to ADB at the midpoint D. However, through a manufacturing error OC is fabricated 1.8 mm too short. Determine the initial stresses in these three bars when point C is mechanically forced to D and these two points pinned together. The area of each outer bar is three times that of the central bar, and for all bars E = 200 GPa. Ans. Outer bars 43.6 MPa, central bar 75.5 MPa 1 m, 30° 30° D Im

NEED ASAP. SOLVE CORRECTLY AND PROVIDE DETAILED SOLUTIONS. ALSO PROVIDE THE FBD PLEASE