5. A butt connection is shown in the following figure. Plates is Q235 steel; 8.8 Grade M16 high-strength bolts; The diameter of holes is 18mm; pretension P-80KN, µ=0.45; a = e = 50mm,b=2×60mm; g= 2×80mm , c = 110mm, ti = 8mm, t2 = 20mm. Steel yield stress f=205N/mm?; Effective bolt area Ac=157 mm²; f.=470N/mm2;f-250N/ mm?.(1) Assume slip-critical connection, calculate the load-bearing capacity N.(2) Assume bearing type connection, calculate the load-bearing capacity N.++ ||+

Load bearing capacity Loadbearing capacity is the maximum ability of a structural member or…

A butt connection is shown in the following figure. Plates is Q235 steel; 8.8 Grade M16 high- strength bolts; The diameter of holes is 18mm; pretension P-80KN, u=0.45; a = e = 50mm, b=2x60mm; g= 2×80mm , c = 110mm , ti = 8mm , t2 = 20mm. Steel yield stress f=205 N/mm2; Effective bolt area Ac-157 mm²; f-470N/mm²;fb=250N/ mm?. (1) Assume slip-critical connection, calculate the load-bearing capacity N. (2) Assume bearing type connection, calculate the load-bearing capacity N. + || + || +

A butt connection is shown in the following figure. Plates is Q235 steel; 8.8 Grade M16 high- strength bolts; The diameter of holes is 18mm; pretension P-80KN, u=0.45; a = e = 50mm, b=2x60mm; g= 2×80mm , c = 110mm , ti = 8mm , t2 = 20mm. Steel yield stress f=205 N/mm2; Effective bolt area Ac-157 mm²; f-470N/mm²;fb=250N/ mm?. (1) Assume slip-critical connection, calculate the load-bearing capacity N. (2) Assume bearing type connection, calculate the load-bearing capacity N. + || + || +

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

5. A butt connection is shown in the following figure. Plates is Q235 steel; 8.8 Grade M16 high-
strength bolts; The diameter of holes is 18mm; pretension P-80KN, µ=0.45; a = e = 50mm,
b=2×60mm; g= 2×80mm , c = 110mm, ti = 8mm, t2 = 20mm. Steel yield stress f=205
N/mm?; Effective bolt area Ac=157 mm²; f.=470N/mm2;f-250N/ mm?.
(1) Assume slip-critical connection, calculate the load-bearing capacity N.
(2) Assume bearing type connection, calculate the load-bearing capacity N.
+
+ ||
+

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