* RCC concrele thickness = 935m resting on 4 stal beams (A₁ - 10000mm²) Supported by 2 steel girders (A₂ =28,000 mm²) Ch

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* RCC concrele thickness = 935m resting on 4 stal beams (A₁ - 10000mm²) Supported by 2 steel girders (A₂ =28,000 mm²) Ch

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Rcc Concrele Thickness 935m Resting On 4 Stal Beams A 10000mm Supported By 2 Steel Girders A 28 000 Mm Ch 1
Rcc Concrele Thickness 935m Resting On 4 Stal Beams A 10000mm Supported By 2 Steel Girders A 28 000 Mm Ch 1 (24.44 KiB) Viewed 61 times
* RCC concrele thickness = 935m resting on 4 stal beams (A₁ - 10000mm²) Supported by 2 steel girders (A₂ =28,000 mm²) Chit weight of conc. = 24 kN/m², Steel: 78.5 kN/m3 L1= 6m, w=8m Sfeel girder A₂ Floor bean Ai Gy. Determine the dead load for the steel girder AG. Q₂. Determine the concentrated lood acting on C.. Qs Calculate the axial bads acting on Column A. Qui Calculate the axial loads acting on Column G. C E steed Column 0.35. Canciele slaka 3d L1 F H
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