Answered: LRFD design strength and the ASD

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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Please Answer the problem attached image. ASAP Thank you very much.
Determine the strength of the welded member shown in Figure below, including the block shear capacity. The steel is ASTM A36 (with Fy=36 ksi).
Shear strength value τ = 200 MPa The contents associated with bolts are given. P = 70 kN required for the safe transfer of the load of value Determine the minimum bolt diameter
A double-angle shape is shown in the figure. The steel is A36, and the holes are for 2-inch-diameter bolts. Assume that A₂ = 0.75An. Ae 1 2 Determine the design tensile strength for LRFD. Determine the allowable strength for ASD. CIVIL ENGINEERING - STEEL DESIGN AL Section 2L5 x 3 x 516 LLBB
A circular hollow section (CHS) member is to be used as an internal column in a multi- storey building. The column has pinned boundary conditions at each end, and the inter-storey height is H m. The critical combination of actions results in a design axial force of Ned kN. Select a suitable CHS section and assess the suitability of application in grade S steel. NEd [H]
For the welded angle, determine the maximum tensile strength. Assume A992 grade steel. 6" 4" Pu L5 × 5 × ¾
A steel plate (called a cover plate) having cross-sectional dimensions W2 8.0 in. x 0.7 in. is welded along the full length of the bottom flange of a W, 12.0 in. x 14.0 in. wide-flange beam (see the figure, which shows the beam cross section). I W2 cover plate What is the percent increase in the smaller section modulus (as compared to the wide-flange beam alone)? Round your answer to two decimal places. % in smaller section modulus =|
A plate is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel used is A36, Fy= 248 MPa, Fu = 400 MPa. If the width of the tension plate is 210 mm, determine: a) The thickness of the plate based on NSCP 2015 ASD, bult used is M20.------ b) The thickness of plate based on NSCP 2015 LRFD. Bolt used is M20.-------- I M20 bolts- 210 mm -Tension Plate
With reference to the NSCP 2015, choose the correct statement: For design of flexure members, compression-controlled section is: a. when the tensile steel strain is greater than or equal to 0.004. b. when the tensile steel strain is greater than or equal to 0.005. c. when the tensile steel strain is less than or equal to tensile yield strain. d. when the tensile steel strain is greater than or equal to 0.003.
Determine the available strength of the compression member shown in figure below.
Question 1: (Use NSCP 505.3 provisions and ASEP Steel Handbook for effective length factors) Use AISC Equation E3-2 or E3-3 and determine the nominal axial compressive strength for the following cases: a. L= 15 ft b. L=20 ft W10 × 33 A992 steel FIGURE P4.3-1

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