PLEASE SOLVED AND EXPLAIN The joints C, D and E of a bridge truss carry equal vertical loads P = 10,000 kgf. The inclined web members form angles of 45° with the horizontal. Calculate the forces in the web members 1, 2, 3, 4, 5, 6, 7, 8 and 9, caused by the mentioned loads.
A) What can we predict that there are some problems in simply supported beam bridge and how do we improve or prevent the situation? B) How to conclude the significance of the simply supported beam bridge construction and what is the implication of it? C) How to summarize the impact of simply supported beam applied on the bridge as shown in figure below like how the load are been used and how the support functioned on the bridge. D) Why...
Designing a truss bridge This lab involves the design of a truss bridge, which is a Pratt truss and should be designed to handle the loads shown in Fig- ure l (1 kip = 1000 lb). Note that the loads are the same on each of the two trusses for the bridge, so what is in Figure 1 is only half the loading on the bridge. Your job is to develop an optimal design for the bridge, Figure 1. Schematic...
A bucking analysis of the bridge section reveals that the vertical truss members can safely support a maximum of 525 kN in compression, the horizontal truss members can safely support a maximum of 310 kN in compression, and the diagonal truss members can safely support a maximum of 170 kN in compression. What is the largest value of L for which no safety requirement will be violated? A buckling analysis of the bridge section reveals that the vertical truss members...
solve a-c Problem 1 (Scorelator) Consider the truss bridge diagrammed below. The bridge is composed of trusses (steel beams) that are connected at joints or nodes. Each truss exerts a force, F, on the nodes that t touches. When the bridge is at rest, these forces balance. A positive force means that the beam is in tension: it is being pulled apart by the nodes. A negative force means that the beam is being pushed inwards and is in compression...
Q.3 For the non-parallel chord truss bridge shown in Fig. 3(a) (1) determine the influence lines for Fco, Fca and Fee: (2) The bridge is to be designed for the equivalent moving load detailed in Fig. 3(b). Compute the maximum tensile and compressive axial forces in member Cd. (Answer: Fcd max, T = 133.46 kN) L L P-115 kN JI ,-10 kN/m 4.5m 6@5m (Note that L2 may be varied or split up to achieve the desired effects, and that...
Consider the truss If the roller at B can sustain a maximum load of 3KN. determine the largest magnitude of each of the three forces F that can be Supported by the truss.
Problem 2: Calculate the force in all members of the truss shown in Fig. 2 by using MATLAB code. 50 kN 30 KN 4 m 5 m E 3 m 4 m 4 m Figure 2. Schematic of problem 2. Problem 2: Calculate the force in all members of the truss shown in Fig. 2 by using MATLAB code. 50 kN 30 KN 4 m 5 m E 3 m 4 m 4 m Figure 2. Schematic of problem 2.
Problem #11 Draw the influence line for the force in member IH of the bridge truss. Determine the maximum force (tension or compression) that can be developed in this member due to a 72-k truck having the wheel loads shown. Assume the truck can travel in either direction along the center of the deck, so that half its load is transferred to each of the two side trusses. Also assume the members are pin connected at the gusset plates. 32...
How much load can be connected in the receiving end of (short-medium-long) lines?