Simplified Formulas And Tables for Floors Joists And Beams Roofs Rafters And
Simplified Formulas And Tables for Floors Joists And Beams Roofs Rafters And
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TABLE 11 AT ENDS. LOAD AT General Steel Cast Iron Fir, Wash. Hemlock For maximum safe fibre stress F . / 2. 25TFL 0. 281TFL 1. 50T7L 3. 20TFL 4. 98TFL c F W 7 x F 7 3. 560 7 0. 667 7 0. 311 7 . 0. 200 ' c A 2. 25L c X L c X L c X L c L L 7 v F I 3. 560 7 0. 667 7 0. 311 7 0. 200 c X 2. 25L c X T7 For maximum c W safe deflection c X TF L 30' c X W I 472. 5T7L 2 0. 0328TFL 2 3. 070 0. 0591TFL 2 1. 6941 0. 675TFL 2 1. 482 ^ 2 1. 050TFL 2 0. 953 1 E = 472. 5L 2 L IEl" \472. 5TF 'Wl 1. 30^ "WJ oW! 2...10^ A=- 15. 75TFL* El For directly computing 7 from . -X0. 160L -X0. 394L -X0. 210L c c c For maximum safe fibre stress and deflection. 8. 66c 25. 40c 4. 77c Actual maximum deflection. TTL 3 TFL 3 WL 3 -X0. 210L 4. 77c 920. 77 508. 07 44. 57 28. 67 TABLES 53 CASE 7. BEAM FIXED AND SUPPORTED AT ENDS. LOAD AT MIDDLE. TABLE 11 Oak, Wh. Pine, L. L. Pine, S. L. Pine, Wh. For maximum safe fibre stress F. Spruce 3. 20WL 4. 08TFL 4. 98WL 4. 08T7L W I ^0. 289 I 0. 311 I 0. 245 I 0. 200 I 0. 245 c X L c X L c X L c X L c X L T I 0.
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To quickly assess the difficulty of the text, read a short excerpt:
TABLE 11 AT ENDS. LOAD AT General Steel Cast Iron Fir, Wash. Hemlock For maximum safe fibre stress F . / 2. 25TFL 0. 281TFL 1. 50T7L 3. 20TFL 4. 98TFL c F W 7 x F 7 3. 560 7 0. 667 7 0. 311 7 . 0. 200 ' c A 2. 25L c X L c X L c X L c L L 7 v F I 3. 560 7 0. 667 7 0. 311 7 0. 200 c X 2. 25L c X T7 For maximum c W safe deflection c X TF L 30' c X W I 472. 5T7L 2 0. 0328TFL 2 3. 070 0. 0591TFL 2 1. 6941 0. 675TFL 2 1. 482 ^ 2 1. 050TFL 2 0. 953 1 E = 472. 5L 2 L IEl" \472. 5TF 'Wl 1. 30^ "WJ oW! 2...10^ A=- 15. 75TFL* El For directly computing 7 from . -X0. 160L -X0. 394L -X0. 210L c c c For maximum safe fibre stress and deflection. 8. 66c 25. 40c 4. 77c Actual maximum deflection. TTL 3 TFL 3 WL 3 -X0. 210L 4. 77c 920. 77 508. 07 44. 57 28. 67 TABLES 53 CASE 7. BEAM FIXED AND SUPPORTED AT ENDS. LOAD AT MIDDLE. TABLE 11 Oak, Wh. Pine, L. L. Pine, S. L. Pine, Wh. For maximum safe fibre stress F. Spruce 3. 20WL 4. 08TFL 4. 98WL 4. 08T7L W I ^0. 289 I 0. 311 I 0. 245 I 0. 200 I 0. 245 c X L c X L c X L c X L c X L T I 0.
What to read after Simplified Formulas And Tables for Floors Joists And Beams Roofs Rafters And?
You can find similar books in the "Read Also" column, or choose other free books by N Clifford Nathan Clifford Ricker to read onlineMoreLess
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