Rahulkld
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Rahulkld reacted to a post in a topic:
Truss member failing
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Hi everyone!, I'm trying to design a shed of truss span 85', I have experimented with many different types of trusses. A problem that is common among most of them is failure of member near eaves. Does anyone know how to solve this issue? (*Eaves height is 24' and I can't put any member to support truss.)
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Ahsan Kazmi reacted to a post in a topic:
Beam/column Capacity
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That is what I want. and I have found solution thanks for your concern.
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That's only half of my question and I have already read that.
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What is the difference between : Live, Reducible Live and Roof Live in Etabs 2016? Can I apply live of different intensities in a single slab like image below. As rooms has live of intensity 2KN/M2 but passage and Toilet has 3KN/M2. There are beams only connecting columns no intermediate beam. Thanks
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Ahmed Anan reacted to a post in a topic:
Beam/column Capacity
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Ali Sufyan reacted to a post in a topic:
Response Spectrum Analysis in ETABS
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Ayesha reacted to a post in a topic:
Response Spectrum Analysis in ETABS
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Base located at the ground in that case. Location of Base for Seismic Design.pdf
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Finally I got it. It's only available for ACI codes.
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- b/c ratio
- beam/column capacity
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Sorry Sir but still can't find to turn on alert.
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Can't find Sir, Please help me find.
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I want to learn performance based design. Please suggest me some best sources to learn for free online.
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Sir how to activate the feature for alert of exceedance of D/C ratio
- 20 replies
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- 1
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- b/c ratio
- beam/column capacity
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Another solution can be reduction of no. of meshing. I think size of meshing depends upon boundary conditions also if I'm not wrong.
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It was problem with incorrect local axis assignment at 2nd floor cause of multiple edits, I made a mistake.
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Finally figured it out, thanks for concern.
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I'm trying to design a 4 storey lift in ETABS but while running detailing, rebar details for 2nd floor doesn't show up neither in elevation nor in section. Have anyone else faced such issue? What might be the problem?
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Rahulkld reacted to a post in a topic:
Brick Mansonry design in ETABS
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Waqas Haider reacted to a post in a topic:
Brick Mansonry design in ETABS
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Rahulkld reacted to a post in a topic:
Ubc Seismic Drift Limits
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Rahulkld reacted to a post in a topic:
Modelling Two buildings near by
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Rahulkld reacted to a post in a topic:
Modelling Two buildings near by
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I got it sir. The mode shapes of two structures that are not connected to each other are independent. That's the reason ETABS not show the mode shape animation of both buildings at once. If you whant to evaluate the interaction of two buildings that are close to each other (e.g. the damaging contact during a seismic event), a dynamic modal analysis is not the way, this is a non-linear problem. A way to assess this issue is connecting both structures with gap elements and performing a nonlinear time history analysis.
