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Recent content by lalo99

  1. lalo99

    wind load diaphragm analysis

    WE ARE WORKING IN THE LATERAL ANALYSIS (WIND LOAD,NO EARTHQUAKE) OF A PRECAST PARKING GARAGE AND MY QUESTION IS THE FOLLOWING :DO WE NEED TO PROVIDE CHORD REINFORCING FOR THE DIAPHRAGM FORCES IN ALL THE PERIMETER OF THE PRECAST BUILDING OR COULD WE ASSUME THAT THE WELDED WIRE MESH IN THE...
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