Transactions of the American Society of Civil Engineers volume 25
Transactions of the American Society of Civil Engineers volume 25
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475 These values are derived from the above table by multiplying the re- p spective panel loads by the multiplier of — in equations (B) and (D).
TABLE No. 11. Panel Loads on Inner and Outer Trusses for Actual Loading.
ah be cd BC.
de CD DE I aB I cB I dC I eD I /^ { Inner. Outer, Inner. Outer. Inner Outer. Inner Outer Inner Outer Inner Outer Inner Outer Inner Outer Inner, Outer Panel Loads.
79 800 74:900 70 500 66 100 76 500 71 750 32 450 30 450 79 800 74 900 18 200 17 100 47 350 51 750 55 200 ...60 350 50 050 54 750 72 100 78 800 47 350 51 750 73 900 80 850 7 900 8 650 68 650 82 150 58 350 69 900 64 000 76 600 44 550 53 300 68 650 82 150 45 100 54 000 67 400 80 650 7 500 9 000 51150 63 200 59 050 72 950 55 550 68 650 69 200 85 500 51 l. -iO 63 200 67 450 83 350 46 950 58 050 66 200 81 800 7 400 9 150 44 650 53 450 46 050 55 100 45 400 54 300 49 650 59 450 44 650 53 450 52 050 62 300 63 650 76 200 47 800 57 200 67 400 80 650 45 700 49 950 45 700 49 950 45 700 49 950 45 760 50 000 45 700 49 950 46 850 51 200 59 500 65 100 66 800 73 050 50 150 54 850 49 350 46 300 49 350 46 bOO 49 350 46 300 49 350 46 300 49 350 46 300 49 350 46 300 51 500 48 300 64 300 60 300 72 150 67 700 These panel loads are used to find the stresses in the truss members as given in Tables Nos.
What to read after Transactions of the American Society of Civil Engineers volume 25?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
475 These values are derived from the above table by multiplying the re- p spective panel loads by the multiplier of — in equations (B) and (D).
TABLE No. 11. Panel Loads on Inner and Outer Trusses for Actual Loading.
ah be cd BC.
de CD DE I aB I cB I dC I eD I /^ { Inner. Outer, Inner. Outer. Inner Outer. Inner Outer Inner Outer Inner Outer Inner Outer Inner Outer Inner, Outer Panel Loads.
79 800 74:900 70 500 66 100 76 500 71 750 32 450 30 450 79 800 74 900 18 200 17 100 47 350 51 750 55 200 ...60 350 50 050 54 750 72 100 78 800 47 350 51 750 73 900 80 850 7 900 8 650 68 650 82 150 58 350 69 900 64 000 76 600 44 550 53 300 68 650 82 150 45 100 54 000 67 400 80 650 7 500 9 000 51150 63 200 59 050 72 950 55 550 68 650 69 200 85 500 51 l. -iO 63 200 67 450 83 350 46 950 58 050 66 200 81 800 7 400 9 150 44 650 53 450 46 050 55 100 45 400 54 300 49 650 59 450 44 650 53 450 52 050 62 300 63 650 76 200 47 800 57 200 67 400 80 650 45 700 49 950 45 700 49 950 45 700 49 950 45 760 50 000 45 700 49 950 46 850 51 200 59 500 65 100 66 800 73 050 50 150 54 850 49 350 46 300 49 350 46 bOO 49 350 46 300 49 350 46 300 49 350 46 300 49 350 46 300 51 500 48 300 64 300 60 300 72 150 67 700 These panel loads are used to find the stresses in the truss members as given in Tables Nos.
What to read after Transactions of the American Society of Civil Engineers volume 25?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers to read onlineMoreLess
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