In the simplified design base shear procedure, the near source factor of buildings in zone 4 need not be greater than if no structural irregularities are present 1.2 1.5 1.0 none of the OTHER OPTIONS The coefficient for over-strength and global ductility capacity of a steel special moment resisting fron

In the simplified design base shear procedure, the near source factor of buildings in zone 4 need not be greater than if no structural irregularities are present 1.2 1.5 1.0 none of the OTHER OPTIONS The coefficient for over-strength and global ductility capacity of a steel special moment resisting fron

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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The compressive strength is linearly correlated with the tensile strength of the concrete and adversely proportionated with flexural strength. True False Other:
The structural efficiency in managing bending, shear and for steel vs concrete
USE NSCP 2015 as reference: B. Minimum/maximum value of steel strain(st) (from nscp2015). C. Minimum/maximum value of steel stress (fs), (derived from nscp2015).
d. stress in the steel bars;e. deformation of the concrete post.
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For the beam and loading shown, check if the maximum bending stress is less than the allowable bending stress using the ASD approach. The self-weight of the beam is denoted "waw", and the steel beam is a "W10x26". Assume the beam has an allowable stress due to bending of 21 ksi. See the next page for section properties of the steel beam. Assume the steel cross-section is being bent about its "strong axis" - i.e. the "x-axis". PL = 5.0 kip Wsw B 10 ft
Question # 1: The composite beam is made of steel (4) bonded to brass (B) and has the cross section shown. If the allowable bending stress for the steel is (sallow) st = 180 MPa, and for the brass (sallow) br = 60 MPa, determine the maximum moment (M) that can be applied to the beam Ebr 100 GPa, Est= 200 GPa B Question # 2: Determine the maximum shear stress acting at section a-a in the beam. 150 N/m m 8000 N Bla 1.5 m 1.5 m 50 mm 50 mm 200 mm 175 mm 200 mm -B 400 mm 75 mm 600 mm 75mm
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Determine the tensile steel ratio of a singly reinforced concrete beam for the following conditions using concrete strength f'c = 21 MPa and steel yield strength fy = 420 MPa a.) if the tensile strain is es = fy/Es upon crushing of concrete at a strain of 0.003 b.) if the tensioe strain is set as 0.009 upon crushing of concrete at strain of 0.003 c.) minimum as required by NSCP 2015
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Two pieces of wood, 60 mm by 120 mm each are glued together along the 40° joint. The permissible normal stress in the glue is limited to 100 MPa. The maximum safe load that can be applied at the joint is P+ 40° 60 mm P