girder 2-280004~22 E steel floor GH beam (A₁ = 1700m²²2) W HB D 3 at L1 21= F HH3 Determine the dead load for steel gir

[answerhappygod]

Girder 2 280004 22 E Steel Floor Gh Beam A 1700m 2 W Hb D 3 At L1 21 F Hh3 Determine The Dead Load For Steel Gir 1 (12.03 KiB) Viewed 39 times

Girder 2 280004 22 E Steel Floor Gh Beam A 1700m 2 W Hb D 3 At L1 21 F Hh3 Determine The Dead Load For Steel Gir 2 (12.03 KiB) Viewed 39 times

Girder 2 280004 22 E Steel Floor Gh Beam A 1700m 2 W Hb D 3 At L1 21 F Hh3 Determine The Dead Load For Steel Gir 3 (13.56 KiB) Viewed 39 times

Girder 2 280004 22 E Steel Floor Gh Beam A 1700m 2 W Hb D 3 At L1 21 F Hh3 Determine The Dead Load For Steel Gir 4 (12.31 KiB) Viewed 39 times

Girder 2 280004 22 E Steel Floor Gh Beam A 1700m 2 W Hb D 3 At L1 21 F Hh3 Determine The Dead Load For Steel Gir 5 (12.31 KiB) Viewed 39 times

Girder 2 280004 22 E Steel Floor Gh Beam A 1700m 2 W Hb D 3 At L1 21 F Hh3 Determine The Dead Load For Steel Gir 6 (29.83 KiB) Viewed 39 times

girder 2-280004~22 E steel floor GH beam (A₁ = 1700m²²2) W HB D 3 at L1 21= F HH3

Determine the dead load for steel girder AG : Concentrated bad acting on C =¹ Catulate the attal loads acting on Column. A

of system of an office bunding conses of a 0.35 re supported by four columes as shown in Figur W H Steel girder 42) foor beam thick reinforced concrat siab resting on for steel beams (A1-10000 m2, which weight of Concrete 24 m und weight of St-785-6m and W-s B Steel column concrete slab -H D F H 3 at L1

(Q1) Determine the dead load for the steel girder AG: A. 2.79 Kn/m B. 1.11 Kn/m. C. 1.75 Kn/m. D. 2.1 Kn/m. Answer for (Q1): Determine the concentrated load acting on C A. 138.19 Kn. B. 54.68 Kn. C. 86.58 Kn. D. 103.9 Kn. Answer for (Q3): Calculate the axial loads acting on column A A. 207.88 Kn B. 276.48 Kn. C. 173.23 Kn. D. 109.41 Kn Answer for (Q4): Calculate the axial loads acting on column G A. 109.41 Kn B. 276.48 Kn C. 173.23 Kn D. 207.88 Kn Answer for Type: FMB: (Q2) (Q3) (Q4) ssment THE LETTER IN THE BLAN