3.5-1Block ShearThe tension member is a PL × 5% of A242 steel. It is connected to a 3/8-in. thickgusset plate, also of A242 steel, with 3/4-inch diameter bolts as shown in Figure P3.5-1.Determine the nominal block shear strength of the tension member.11/2"2½"11/2"11/2"3"3"11/2"FIGURE P3.5-1

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Answered: 3.5-1 Block Shear The tension member is…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.2P

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Material Strengths: Fy = 248 MPa, F = 400 MPa For the two lines of bolt holes, the pitch is the value that will give a net area DEFG equal to the one along ABC. The diameter of the holes is 22 mm. The thickness of the plate is 12 mm. Determine the LRFD design tensile strength based on yielding on gross area. D A to 50 1 ÓB 50 50 ic O 410 kN O 464 kN O 446 kN O 401 KN F IG Pitch Pitch KISS|Y
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Problem # 8.0 The tension member shown is a C12 x 20.7 of A572 Grade 50 steel. Will it safely support a service dead load of 60 kips and a service live load of 125 kips? Use Equation 3.1 for U. by O O 2½" 22" | 2½" 7/8-in.-diameter bolts. оооо оооо m 000 U=0.90 Single and double angles m W10x 19 = 0.394 (for parent shape) 0000 by Single and double angles … W8 x 24 -=0.820 > U=0.90 O O O 00 U=0.80 W shape U=0.70
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Problem 1: The tension member is a PL 12 × 6. It is connected to a 38-inch-thick gusset plate with78-inch-diameter bolts. Both components are of A36 steel. a. Check all spacing and edge-distance requirements. b. Compute the nominal strength in bearing W' PL PL ½x 6 24" 24" 1"
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Steel design Subject
PL 5/8 x 12 3/4-in-diameter bolts

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