Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Q2 titermire the et of s Shown in igure. Take 510 cm.
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- The length of the 3/32 in.diameter steel wire CD has been adjusted so that with no load applied, a gap of 1/16 in. exists between the end B of the rigid beam ACB and a contact point E. Knowing that E=29 X 10⁶ psi, determine where a 50-lb block should be placed on the beam in order to cause contact between B and E.arrow_forwardDetermine the location y¯ of the centroidal axis x¯−x¯ of the beam's cross-sectional area. Neglect the size of the corner welds at A and B for the calculation. Take r = 61 mm . Express to three significant figures and include the appropriate units.arrow_forward22:39 The beam is constructed using 2 boards and 3 rows of nails spaced equally. A shear force is applied to the board. d3 d3 Variable Values for the figure are given in the following table. Note the figure may not be to scale. d₁ d₂ d3 d4 d₁ V Value 0.2 m 0.2 m wamap.org 0.08 m 0.5 m 630 N a. Determine the Qat where the boards meet. b. Determine the moment of inertia, I. c. Determine the shear flow for each nail, q. d. Determine the shear force resisted by each nail, F. Round your final answers to 3 significant digits/figures. Q = 0.07 xm³arrow_forward
- H= 3 R= 1 Inputs: • Center of Circle is the SAME as the Rectangle. • H= Height in cm (From Table) ● R = Radius of Circle in cm (From Table) Required: For the composite area: 1. Locate the centroid in x and y. 2. Draw the Centroidal Axis. 3. Find the Moment of Inertia around centroidal x axis only. ↑A А D 8 cm R 16 cm 3 cm B C E H cm F Xarrow_forwarda) b) solve step by step in digital format In the following problems, draw the deformed shape of the structure for the given loads.arrow_forwardCE. CB= 200# Link CD is in (Assuming shown directions as correct) Tension Compressionarrow_forward
- Follow my table sokve correct SOLUTIONsarrow_forwardThe peck depth is entered using the letter. O Parrow_forward10 mm 5 KN-m 40 mm 5 KN-m 150 mm 15 mm 120 mm Determine (a) the centroid location, the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at points H and K. State whether the normal stress is tension or compression. (c) the maximum bending stress produced in the cross section. State whether the stress is tension or compression.arrow_forward
- Two 12 in 20.7 lb channels are latticed together to form the section in the figure. Determine how far apart the channels should be placed so as to make Ixo equal to Iyo for the section. Neglect the lattice bars which are indicated by the dashed lines. [1] Prop of 12 in. 20.7 lb channel A = 6.03 in y = 3.9 in4 X = 0.70 Ixo x = 128.1 in4 Yo Yo 0.70 q ----Xo 0.70 k -xoarrow_forwardQ.1) A built-up with the cross-section shown below is subjected to a vertical force of 15 kN. The nails at A can carry a maximum shear-force of 500 N, and nails at B can carry a maximum shear-force of 750 N. Determine the minimum spacings of nails at A and B. 50 300 50 В A A 100 50 400 50 200 A В Dimensions in mmarrow_forward
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