Tension Members.
There are 14 posts for the Tension members contains illustrations and solved problems all posts have descriptive images.
11-A Solved problem 4-4, Pult without block shear.
Solved problem 4-4, how to check the adequacy of a channel connected to a gusset plate under a given tension...
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10- Quickstart to the introduction to block shear.
What is the recommended L/r slenderness ration? introduction to block shear and how to derive the expression?
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9-Two Solved problems for an estimate of effective net area.
2 solved problems for a single angle connected to a gusset plate, first by bolts and second problem by welds....
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8-A Solved problem 4-2 for shear Lag factor U.
Solved problem 4-2 for shear lag factor U, for a welded angle to a gusset plate, Weld details, and section...
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7- Solved problem for design strength of tension member.
A solved problem 3-6 for determining the LRFD and ASD tensile design strength for W section, the shear lag is...
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6-Definition of the effective area for tension members.
Definition of the effective area for tension members, and why we use it for estimation of the net area? what...
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5-Solved problems for the net area estimation.
Two Solved problems 3-4-2& 3-5 are explained. In both solved problems net area is to be estimated, first for an...
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4- Simple illustration for workable Gauge Lines distances.
How to find the workable gauge lines distances for an angle? and how to estimate the g distance between bolts...
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3- Solved problem 3-1-Nominal strength of a plate.
Solved problem 3-1 for nominal strength, how to estimate the LRFD and ASD tensile nominal strength?two cases will be considered...
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2- Easy approach to solved problems for net area estimation.
How to estimate the net area for plate members? solved problems 3-1& 3-2 for plate members, and how to consider...
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