I like your content and its information of calculation the safe depth and width of a beam. This is the information that i really need. How about to calculate the safe width of vertical column? The size of the column that will carry the beam safely?
1st I love this video and thank you. I hope you can help though. I am building a pavilion 24’ x 14’ (7.312m x 4.267m). I am trying to calculate use of 3 clear span Tie Beams. Each Tie Beam is 14’L x 8”D x 4”W (4.267m L x .2032m D x .1016m W). These Tie beams will support an upper roof load by means of king post located located at mid point of each clear span. The 3 King post on supports 1 ridge beam 24’ L x 8”D x 5”W ( 7.312m L x .2032m D x .127m. All Tie Beans are supported by 8” x 8” (.2032m x .2032m timber post. The Tie Beam are solid Southern Pine Timbers Additionally each Tie beam is reinforced with mortise and tenon joints Knee braces at 18” (.762m) vertically and Horizontally from intersecting Post and Tie beam. (No other wall support). Calculation do not seem to pass by IS13950. But I have seen this structure and it seems safe. Can you help? Moment of inertia and bending stress formulas are confusing me. Thank you in advance
For g+1 storey building column size 10*12 steel bar 6-12mm steel at corner column 4-16mm & 2-12mm at side middle column, 6- 16mm & 2-12mm at middle column. Total column 12. Grade beam size 10*12 with 4-16mm & 2-12mm steel bar. Is it strong enough for this residential building?
I got a little confused there...you mean the width from above the beam?.... Clear Span seem like width but it's span...so width of the beam is the top of it right?...
Sir depth of beam 12 inches if clear span is 12 feet. is it including slab thuckness in beam depth? eg.if slab thickness is 5 inchess.we will see beam depth 7 inchess below slab??
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