A double angle shape, 2 L 100 x 75 x 6 (LLBB), of A36 steel (Fy = 248 MPa and F₁ = 400 MPa) is used for a built-up tension member shown in the figure. The holes are for 19 mm $ bolts. Consider all limit states including block shear strength. Use LRFD T 43mm 45mm 45mm 100 mm 24 100x75x6 38mm 38mm 36mm, 30mm 98m 1. Determine the nominal strength based on fracture in KN.0 2. Determine the design block shear strength in KN.0 3. Determine the design strength of the built-up tension member in KN.0 ww.

A double angle shape, 2 L 100 x 75 x 6 (LLBB), of A36 steel (Fy = 248 MPa and F₁ = 400 MPa) is used for a built-up tension member shown in the figure. The holes are for 19 mm $ bolts. Consider all limit states including block shear strength. Use LRFD T 43mm 45mm 45mm 100 mm 24 100x75x6 38mm 38mm 36mm, 30mm 98m 1. Determine the nominal strength based on fracture in KN.0 2. Determine the design block shear strength in KN.0 3. Determine the design strength of the built-up tension member in KN.0 ww.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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