Question #1. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. R X W R 슬 ༡ 슬 Shear 0.2113 V M₁ Moment Mmax Mmax Question #2. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. Mmax R l W R Shear V Moment

#3 Draw the shear and bending-moment diagrams for the beam. W b/ft M Ib-ft 20 ft- 10 ft W = Last 2 digits of ID number M = First 2 digits of ID number Use e.g., ID # = 18-3866-983 W = 83 Ib/ft M = 18 lb.ft %3D # 4 Draw the shear and moment diagrams for the beam. P kN W kN/m B- - 3 m - | 150 kN-m 8m- Use W = Last 2 digits of ID number P = First 2 digits of ID number

3 rames LILCI 120700321spr=&q=3419164&cfql=0&dnb=0&fro... There are two questions to answer. The first question is a truss problem and the second is a frame problem. Upload solutions to both problems. Solutions must have free body diagrams and equilibrium equations. Question 1-Truss (10 points) Using the method of sections, determine the force in member BD of the truss below. Indicate if the member is in tension or compression. Show all necessary calculations. 3,667# B D 12' C E F 11,000# 7,333# 9° 9° 9" Question 2 - Frame (10 points) Q Search 16 54 % 5 € & 6 7 E R T Y C * 110 ☑ 9 8 1 ANSWER HERE BD= 24

What is the correct way to draw the force diagram? Drawn below are my current options