door and window wood work calculations and different methods
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1.DIFFERENCE BETWEEN NOMINAL MIX AND DESIGN MIX? 2.WHAT IS MEANT BY STRUCTURAL DESIGN? 3.IN STAAD WHY WE RELEASE MOMENT TO A MEMBER? 4.ON WHAT BASIS PARTIAL FACTOR OF SAFETY ARE DECIDE?FROM THE LOAD COMBINATION? 5.WHY WE PROVIDE EXTRA BAR & DEVELOPEMENT LENGTH AT TOP? 6.FULL FORM OF SPT & SMB? 7.WHAT IS MEANT BY ITP IN A CONSTRUCTION PROJECT? 8.WHAT IS LEAST COUNT OF THEODOLITE SURVEY? 9.WHAT ARE THE CAUSES OF FAILURE OF FOUNDATIONS AND REMEDIAL MEASURES? 10.WHAT ARE THE VALUES OF COMPRESSIVE STRENGTH? 11.STEEL CALCULATION FOR FOOTING,BEAM & SLAB? 12.WHAT IS MEANT BY GANTRY GIRDER? 13.IN SITE HOW WE CAN IDENTIFY THE ONE WAY, TWO WAY SLAB? 14.DIFFERENCE BETWEEN ANCHORAGE LENGTH & DEVELOPEMENT LENGTH? 15.BEARING CAPACITY OF STEEL SHUTTERING?LOAD CARRYING FOR SHUTTERING?
I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2
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