Question 3 Draw the Free Body Diagram for the structure below. 500 lb 3'-0" 5 -...
any help? Question 1 Draw the Free Body Diagram of the structure below. Cable B 60° Wall 30° W Bar Pin Upload Choose a File Question 2
Question 2 Draw the Free Body Diagram for the structure below. 5 kips 14 kips 6 kips 3'-0" 7'-0" + 6-0" 4'-0" А L = 20'-0" B Upload Choose a File
Question 16 Draw N diagram for the structure shown (and then scan & upload) A is pinned, D is a roller. 0.8k 0.6k/ 161 2011 Upload Choose alle Question 17 12 pts Draw the V diagram for the structure shown (and then scan & upload). E is fixed. D OB -2 ft 8 ft 3 ft 5 ft 300 lb 7 ft E Upload Choose a File
Question 5 Find the reactions at pin A and roller B in the structure below. 3 kips 10 kips 2 kips/ft А PIB 3 ft 4 ft 5 ft 6 ft Upload Choose a File
Sketch structure analytical model and draw free body diagram also please Problem 3: Use the method of virtual work and determine the vertical displacement of joint B of the truss. Point C is roller support and point A is pin support. Each steel member has a cross- sectional area A 0.465 in.2E-29000 ksi. (Hint: you may just do the structural analysis once and do the proportion for the internal force). (25 points) P-40 kips 11/26/2018 Page 2
Question 6 Solve for the reactions at pin A and roller B in the structure below. 12 kips 20 kips 10 kips 15'-0" B 15'-0" 15'-0" '15'-0" 15'-0" 60'-0" 8 kips Upload Choose a File
a. Draw a complete free-body diagram for the beam shown in Fig. 1. Must show and label x-y coordinate system, support reactions, loads, and dimensions b. Derive formulas for all support reactions using conditions of equilibrium. Must show all work. c. Using the student variables shown below, calculate beam support reactions and draw shear and bending moment diagrams. To receive full credit, support reactions and loads must be shown on a free-body diagram. Each shear and bending moment diagram must...
(20 Points Total) 1) Consider the given structure a) Draw the complete free-body diagram of the enttire structurre withibesisrture apart). b) Determine the support reactions at the pin suppon A and roll summot 25m 15m
a. Draw a free-body diagram for the beam shown above and derive expressions for the support reactions at A and B b. Draw internal force (shear and bending moment) diagrams. c. If a = 10 ft and M0 = 200 ft-lb, use the dimensions of the beam cross-section, provided on the previous page, to compute the maximum flexural and shear stresses on the beam cross-section. d. If the allowable bending stress is 925 psi and the allowable shear stress is...
Detenuine the intemal forces and 60 lb/ft at A for the loodings (a) and (b) 5 ft 3 0 4 m The left support is a pin and the right support is a roller Detenuine the intemal forces and 60 lb/ft at A for the loodings (a) and (b) 5 ft 3 0 4 m The left support is a pin and the right support is a roller