0.2 Am] B [cm] Cimm snow km wind N/m] {m}(2[mmXbeamseld 1447578 400 10000 3 -1.6 0.36 250 middle 347365 78 420 9700 28 -

[answerhappygod]

0 2 Am B Cm Cimm Snow Km Wind N M M 2 Mmxbeamseld 1447578 400 10000 3 1 6 0 36 250 Middle 347365 78 420 9700 28 1 (50.62 KiB) Viewed 46 times

0.2 Am] B [cm] Cimm snow km wind N/m] {m}(2[mmXbeamseld 1447578 400 10000 3 -1.6 0.36 250 middle 347365 78 420 9700 28 -1.5 0.34 245 right 547354 76 400 9400 26 0.32 240 left 347359 74 460 9100 24 -13 0.3 235 middle 150235 7.2 480 3800 22 -12 0.28 230 right 3473647 500 8500 2 0.26 225 left 347356 6.8 520 8200 18 1 0.24 220 middle 147355 66 540 7900 16 -0.9 0.22 215 right 147351 64 560 7600 14 -0.8 210 left 547358 6.2 580 7300 12 0.7 0.18 205 middle 150222 6 600 7000 1 -0,6 0.16 200 right 147360 58 620 6700 0.8 -0.5 0.14 195 147362 5.6 640 6400 0.6 -1.6 0.35 190 middle 1 Forgiven roof scheme top view) and roof layer arrangement find : 347361 5.4 660 6100 3 -1.5 0.34 185 right a characteristic surface load (2pts.) 147367 5.2 680 5800 28 -14 0.32 180 150292 5 700 5500 26 -13 03 175 middle b. design surface load (please use combinations beacuse you have the 150500 48 720 5200 24 -12 0.20 170 right variable loads which could act simultanously) (Spts.) 150517 4.6 7404900 0.26 165 left c characteristic linear load along the beam (Spts.) 150276 44 760 4600 2 -1 0.24 160 middle 150556 42 780 4300 18 -0.9 0.22 155 d. design linear load along the X beam (please use combinations beacuse 1505574 right B00 4000 16 08 02 150 left you have the variable loads which could act simultanously) (2pts.) 150575 38 820 3700 14 -0.7 0.18 middle 150576 3.6 340 3400 12 -0.6 0.16 140 richt permanent #pad: Y. - 1.35, variable load Y-1.5 150582 34 360 3100 1 -0.5 0.14 135 left 1505&S 22 880 2800 partial factors: -0.5 (snow)...0.6 (wind) 0.8 -1.6 0.36 130 middle 1505913 900 2500 -1.5 0.34 125 right 1505BB 28 920 2200 3 -1.4 0.32 120 left Roof layers please be careful with the units.i. 150895 2.6 940 1900 28 -13 0.3 115 middle 150795 24 950 1600 -1.2 0.28 110 right Layer 1: thickness t1, weight 21kN/m> ER 1095 22 980 1300 24 -1.1 0.26 105 left ER1103 21000 1000 22 -1 Layer 2: thickness t2, weight 250kg/m 0.24 middle ER1096 8 400 10000 2 -0.9 0.22 Variable load ER1113 78 420 9700 18 0.8 02 left ER 1094 76 440 16 -0.7 0.18 Snow and wind - values in table middle ER1102 74 460 9700 -0.6 0.16 right 22 8888888888888888888888888888%% 145 06 26 100 right 900