hw2 - Due March 24, 2004 CE 485 - FUNDAMENTALS OF STEEL...

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Due March 24, 2004 CE 485 - FUNDAMENTALS OF STEEL DESIGN HOMEWORK 2 _______________________________________________________________ The office building, whose plan is given below is in Ağrı, Doğubeyazıt (elevation is 2000m, soil type is Z1). It’s load carrying system is steel frames composed of I 360 beams and IPBv 400 columns. It has 12 cm thick reinforced concrete slab on top of the I 360 beams, as shown below. The structure has normal ductility level. The window and door dimensions are shown on the plan. Exterior walls are 25 cm, interior walls are 15 cm thick. There are no attic rooms. 14m 26m y z y x roof roof 12m 0.5cm 4cm 12cm 2cm Tapping (Sap) Levelling conc. R/C Slab Plaster 3m 3m 4m 4m 5m 1m 4m 6m 4m ELEVATION y x Tile Roofing z x 4m 6m 4m 6m 6m PLAN All Beams I 360 All Columns IPBv 400 6m 4m 4m z x 4m 6m 4m 6m 6m window 2 x 1.5m door 2 x 1m CORRIDOR PLAN 12cm 20cm Wall I 360 Cross-section of the Slab
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QUESTIONS 1. GRAVITY LOAD a) Compute the total dead load of the building
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hw2 - Due March 24, 2004 CE 485 - FUNDAMENTALS OF STEEL...

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