Situation 2.Two plates each with thicknessF16mm are bolted together with6 -22mm dimater bolts forminga lap conne ction. Bolt spacing are as follows: S1 = 40mm, S2 = 80mm, Sa = 100mm. Bolt holediameter=25 mm50250mm3030 60 75Allowable stress: Tensile stess on gross area of the plate=0.60 Fy Tensile stress on net area ofthe plate=0.5Fy Shear Stress of the bolt Fv=120MPA Bearing Stress of the bot Fp=1.2 FuCalculate the permiss ible tensile load P under the following Conditions:4. Based on shear capacity of bolts5. Based on bearing capacity of bolts6. Based on block shear strength (taking into consideration the failure path given in the figurebelow)408016 mm40180mm40Bearing Failure Path #1140209Bearing Failure Path #2

Permissible stress is normally refers the allowable stress or allowable strength is the maximum…

Answered: Two plates each with thicknessF16mm are…

Two plates each with thicknessF16mm are bolted together with6 -22mm dimater bolts forming a lap conne ction. Bolt spacing are as follows: S1 = 40mm, S2 = 80mm, Sa = 100mm. Bolt hole diameter=25 mm

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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Concept explainers

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

Situation 2.
Two plates each with thicknessF16mm are bolted together with6 -22mm dimater bolts forming
a lap conne ction. Bolt spacing are as follows: S1 = 40mm, S2 = 80mm, Sa = 100mm. Bolt hole
diameter=25 mm
50
250mm
30
30 60 75
Allowable stress: Tensile stess on gross area of the plate=0.60 Fy Tensile stress on net area of
the plate=0.5Fy Shear Stress of the bolt Fv=120MPA Bearing Stress of the bot Fp=1.2 Fu
Calculate the permiss ible tensile load P under the following Conditions:
4. Based on shear capacity of bolts
5. Based on bearing capacity of bolts
6. Based on block shear strength (taking into consideration the failure path given in the figure
below)
40
80
16 mm
40
180
mm
40
Bearing Failure Path #1
140
209
Bearing Failure Path #2

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