Lecture 19 : Tension Members and Net Area

  Рет қаралды 31,203

Design of Steel Structures

Design of Steel Structures

Күн бұрын

Пікірлер: 13
@patelvastralaya
@patelvastralaya 6 жыл бұрын
Tension member is so good lecture
@hasanshirazi9535
@hasanshirazi9535 7 жыл бұрын
@24:23 Why is n=1? It should be 2 as number of holes are 2.
@obaidali9963
@obaidali9963 6 жыл бұрын
Hasan Shirazi it should be 2 only as there are 2no of bolt holes in the failure plane.
@basitbaba6616
@basitbaba6616 4 жыл бұрын
Yes it should b 2
@wisdomplanet.
@wisdomplanet. 6 жыл бұрын
14:46. No of holes takes as per pitch length , so the holes in per pitch length in this fig is 2 , but he says 3
@ankushthakare9748
@ankushthakare9748 5 жыл бұрын
not actually...... the area that we consider is cross section perpendicular to the tension.... but if we make a cross section perpendicular to the tensile forces.... the lowest possible area (critical area), will have 3 holes...... we dont consider holes along pitch.
@adityamehra7238
@adityamehra7238 4 жыл бұрын
Why is the failure line always passing through bolts? , Can the plate fail in such a way that there is no bolt in its line of failure?
@manishkumarpandey8321
@manishkumarpandey8321 3 жыл бұрын
Net area is always low along bolt holes. Rupture will always occur in less area prior to gross area.
@adityamehra7238
@adityamehra7238 3 жыл бұрын
@@manishkumarpandey8321 thnx brdr,
@charmi6413
@charmi6413 5 жыл бұрын
which is good book to study from?
@sekharandharsha
@sekharandharsha 4 жыл бұрын
Go for S K DUGGAL
@cocgaming5288
@cocgaming5288 5 жыл бұрын
sir more video
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