Structural Details of Hip And Valley Rafters
Structural Details of Hip And Valley Rafters
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37474 Additional calculation required for the above problem is as follows: At peak, to determine r' and r", etc.
T-V =8. 19382 cos A' = 9. 92900 M"=9. 04845 7 =9. 76592 tan A" =9. 69897 J =8. 26482 / = 3' o|" = 3' : Bent plate at peak: -1" 3| =9. 46489 we b = A = 8*19382 tan C = 9. 90525 1 = 8. 28857 //2 = 9 . 31876 tan C = . 09475 cos H = . 03070 | web = T 3 j? sin C = 8. 19382 = 9. 79698 iweb = T \ tanC = 8. 19382 = 9. 90525 = 8. 09907 tanC =9. 90525 cos A' = 9. 92900 111 =9. 97625 7 = 9. 765...92 cos A" =9. 95154 7 it =9. 81438 r "=4'7tV" = 5'3"-71f". Bent plate at column: iweb = -ft =8. 19382 cos C = 9. 89173 J =8. 30209 Cut in purlin flange: tanC =9. 90525 cos A" =9. 95154 Cut in rafter flange: //2 = 9. 31876 tan C = 9. 90525 cos H = 0. 03070 Say 3}". 2 T 3 F = 9. 25471 Say 2".
Note. No distinction is made between logarithms and cologarithms, since this is apparent from the formulas.
f =9. 85679 (HAITI K ii. FLANGE CONNECTION 26 O. O. V. 'Tl '. I r, -. I v . 7 6' tan A' tan A" b"= 1.
What to read after Structural Details of Hip And Valley Rafters?
You can find similar books in the "Read Also" column, or choose other free books by Carlton Thomas Bishop to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
37474 Additional calculation required for the above problem is as follows: At peak, to determine r' and r", etc.
T-V =8. 19382 cos A' = 9. 92900 M"=9. 04845 7 =9. 76592 tan A" =9. 69897 J =8. 26482 / = 3' o|" = 3' : Bent plate at peak: -1" 3| =9. 46489 we b = A = 8*19382 tan C = 9. 90525 1 = 8. 28857 //2 = 9 . 31876 tan C = . 09475 cos H = . 03070 | web = T 3 j? sin C = 8. 19382 = 9. 79698 iweb = T \ tanC = 8. 19382 = 9. 90525 = 8. 09907 tanC =9. 90525 cos A' = 9. 92900 111 =9. 97625 7 = 9. 765...92 cos A" =9. 95154 7 it =9. 81438 r "=4'7tV" = 5'3"-71f". Bent plate at column: iweb = -ft =8. 19382 cos C = 9. 89173 J =8. 30209 Cut in purlin flange: tanC =9. 90525 cos A" =9. 95154 Cut in rafter flange: //2 = 9. 31876 tan C = 9. 90525 cos H = 0. 03070 Say 3}". 2 T 3 F = 9. 25471 Say 2".
Note. No distinction is made between logarithms and cologarithms, since this is apparent from the formulas.
f =9. 85679 (HAITI K ii. FLANGE CONNECTION 26 O. O. V. 'Tl '. I r, -. I v . 7 6' tan A' tan A" b"= 1.
What to read after Structural Details of Hip And Valley Rafters?
You can find similar books in the "Read Also" column, or choose other free books by Carlton Thomas Bishop to read onlineMoreLess
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