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Showing results for tags 'Live load'.
Found 4 results
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Q1.. Can anyone help me out how much we should consider live load for designing frame structure for residential building (2 story) ? i have took about 40 psf as live load Q2.. Should I provide Concealed beam in slab for hall... Its dimension is about (27.5' x 22'). I m designing it manually through excel sheet
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Sallam Alukm I have ramp height 3 m for car. How much load for car I considered for design ramp wall As per ACI or ASCE code. If any example available
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Asalamualikum: what is difference b/w reducible Live load and Non-reducible live load(LIVE)in static load cases option? when we use these and what are the condition to use these?
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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
