Problem 5: Determine the required diameter of the bolts used to attach the cantilever beam to...
Problem 5: Determine the required diameter of the bolts used to attach the cantilever beam to the column as shown below. Use A325 Steel bolts (Sy = 34 ksi). Specify the bolts dia to closest 1/8 in. 6.5 kip 48 in Weld A 2.5 in 2.5 in А 4 in
Determine the required diameter of the bolts used to attach the cantilever beam to the column as shown below. Use A325 Steel bolts (Sy = 34 ksi). Specify the bolts dia to closest 1/8 in. 6.5 kip IL 48 in Weld 2.5 in: 2.5 in
Two W8x15 steel sections are joined by bolts to form a cantilever beam with loading and cross section as shown. What should be the maximum spacing of the Vz-inch-diameter bolts if the allowable shear stress for the bolts is 22 ksi? 15 kip Cross section (Ans. S = 7.74 in)
Problem vertical channel has a cantilever beam bolted to it as shown. The shoulder bolts are 1.5 ISO 5.8. Assume the bolt threads do not extend into the joint. Find the M10 X maximum shear stress in the bolt. (M 10 means the bolt diameter is d-10 mm 12 50 261125- in millimeters.
Reinforced Concrete Design Please answer it with good write . Problem 1: The reinforced concrete cantilever beam shown is subjected to a concentrated load P- 2 kips, at its free end. Determine the development length of the shown bars using the detailed and simplified methods for the following cases: a) straight bars b) 90 hooks c )180, hooks The column width is 22 inches. Concrete cover is measured from the concrete surface to the center of the reinforcement. fc 4...
Problem 6 (15 pts) The beam shown is subjected to a vertical shear force of 42 kips and is fabricated by fastening the C12 x 25 and S20 x 86 rolled steel members with pairs of 0.5 in. diameter bolts as shown. The allowable shear stress of a bolt is 45 ksi. Determine the maximum spacing. C channel ycg- Iz- Bolt Spacing, MAX Problem 6 (15 pts) The beam shown is subjected to a vertical shear force of 42 kips...
2. (30 pts) Determine the block shear strength of the tension member shown below. Bolts diameter = 7/8 in, A36 steel is used (Table 2-4 XN, A16 s 58 kse DO 3232 -in. bolts 19 (3) /8" bolts 3" bolt spacing (fy = 36 ksi P. 2-487 (Table 1-7) Ag = 2.50 in ² p. 1-48 - 1.00 in t. 3/8" And = [3.5"-(7/6" + /6")] (3/8") = 10.94 in? Ag. = (7.5") (2/6") - 2.81 in? Anu = [7.5...
Problem 1 (50% 16.0 The normal weight reinforced concrete beam shown has a 15' cantilever span and the following properties fc 3000 psi fy - 40 ksi 18.0 6-10 bars (a) (10%) Determine the cracking moment of the beam. 24.0 Do not complete any code checks (min/max steel, min. beam width, etc.) 3.0
Part 1 A cantilever flexural member is fabricated by bolting two identical cold-rolled steel channels back-to-back, as shown. The cantilever beam has a span of L = 1300 mm and supports a concentrated load of P = 500 N. The cross-sectional dimensions of the built-up shape are shown, where d = 40 mm, w = 65 mm, and t = 3 mm. The effect of the rounded corners can be neglected in determining the section properties for the built-up shape....
A structural tee is used to connect the beam to the column as shown in the figure. Eight 3/4" - diameter, A325N, fully tightened bearing-type bolts are used to attach the flange of the tee to the column flange. Check whether the connection (tee-to-column connection) is adequate when a dead load of D = 20 kips and live load of L = 40 kips are applied with an eccentricity of 2.75 inches. All structural steel is A992. Use both Case...