PROBLEMS:1. The bolt connection shows 8-22mm diameter bolts in a bolt hole diameter of 25 mmand spaced according to the following:Sı = 40mmT = 16mmS2 = 80mmS3 = 50mmS4 = 100mmte = 12mmDetermine the force T if the allowable tensile stress is 200 MPa, the allowable boltshear stress is 120MPa and the allowable plate bearing stress is 120 MPa.2. A long retaining wall is braced by wood shores set at ang angle of 30° andsupported by concrete thrust blocks as shown. The shores are evenly spaced, 3mapart. For analysis purposes, the wall and shores are idealized on the second image.Note that the base of the wall and both ends of the shores are assumed to be pinned.The pressure of the soil against the wall I assumed to be triangularly distributed, andthe resultant force acting on a 3-meter length of the wall is F= 190KN. If each shore hasa 150mmx150mm square cross section, what is the compressive stress in the shores?RetainingwallSoilConcreteShore thrustblock30301,5 m0.5 mF4.0 m

No of bolts = 8 Bolt dia d = 22 mm Bolt hole dia do = 25 mm Pitch distance p = 100 mm Gauge distance…

1. The bolt connection shows 8-22mm diameter bolts in a bolt hole diameter of 25 mm and spaced according to the following: S = 100mm Si = 40mm T1 = 16mm Determine the force T if the allowable tensile stress is 200 MPa, the allowable bolt shear stress is 120MPa and the allowable plate bearing stress is 120 MPa. S2 = 80mm ta = 12mm S3 = 50mm

1. The bolt connection shows 8-22mm diameter bolts in a bolt hole diameter of 25 mm and spaced according to the following: S = 100mm Si = 40mm T1 = 16mm Determine the force T if the allowable tensile stress is 200 MPa, the allowable bolt shear stress is 120MPa and the allowable plate bearing stress is 120 MPa. S2 = 80mm ta = 12mm S3 = 50mm

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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