Consider the beam in (Figure 1). Figure 2 kip it 50 Kip It
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Draw the shear and bending moment diagrams of the beam
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- I need help with parts a-f, thanksplease do it correctly and neatlyIn (Figure 1), w = 3.8 kip/ft and F=20 lb. Follow the sign convention. Part A Determine the shear force acting at point D of the beam. Express your answer in kilopounds to three significant figures. vec VD = kip Figure 1 of 1 Submit Request Answer Part B Determine the moment acting at point D of the beam. Express your answer in kilopound-feet to three significant figures. A, 6 ft 9 ft ΑΣφ vec MD = kip ft %3D
- Please answer the attached question. Please note that I have sourced the required background information which forms the Unequal angle tables to assist in answering the question. Thanks in advance for answeringWrite shear & moment equations as function of x and draw shear & moment diagrams for the beam given in Figure Question 1. Note: You must clearly draw the free body diagrams and write equations. Tim 200 lb 400 Ib 300 Ib/ft 3 ft 4 ft - 2 ft Figure Question 1Figure (a) shows the cross section of a column that uses a structural shape known as W867 (wide-flange beam, nominally 8 in. deep, weighing 67 lb/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following cross-sectional properties: A=19.7in.2,Ix=272in.4, and Iy=88.6in.4. Determine the dimensions of the rectangle in Fig. (b) that has the same Ix and Iy as a W867 section.