Abdullah Alvi
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Abdullah Alvi reacted to a post in a topic:
Masonry structures
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Abdullah Alvi reacted to a post in a topic:
Masonry structures
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According to my knowledge, the masonary available in pakistan is of satisfactory strength, that's why we take its strength and E half of original. Also i don't have much experience in shear wall modelling in Etabs. The Answer given by me was according to my knowledge and its not final, as i am a fresh structural engineer and want to learn from this platform. Thanks. My question is, why we cannot design masonary structures in Etabs or safe? What's the main reason behind?
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Muhammad SAqib shah reacted to a post in a topic:
Masonry structures
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Yes. You have to define M1500 from material properties then divide its E by 2, modify its material property and take its compressive strength 750lb/in2. that's it.
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We can design Masonary structures in Etabs. You have to define masonary wall with certain modifications and slabs like in normal.