Assume openings are such that interior pressure is the case of category 3. Determine a) z...
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Assume openings are such that interior pressure is the case of category 3. Determine a) z dimension for calculating wind pressure on exterior walls and roofs b) external peak wind pressures on the roof for the UTS design of cladding based on tributary area of 2.5 m² c) external peak pressure on the walls for the SLS design of cladding based on tributary area of m² d) specified wind loads on roof joist j-1 (a secondary structural member) for both SLS and ULS design. Consider the simultaneous application of external and internal wind pressures. e) specified wind loads on girt g, (Fig.1) for both SLS and ULS design. Consider the simultaneous application of external and internal wind pressures. 1) Draw the structural analysis model for wind column we, (Fig. 1) under specified wind loads only. The both ends of the column are pin supported. Ege Hâgh-Shay lo lary Slabliss Assume openings are such that interior pressure is the case of category 3. Determine a) z dimension for calculating wind pressure on exterior walls and roofs b) external peak wind pressures on the roof for the UTS design of cladding based on tributary area of 2.5 m² c) external peak pressure on the walls for the SLS design of cladding based on tributary area of m² d) specified wind loads on roof joist j-1 (a secondary structural member) for both SLS and ULS design. Consider the simultaneous application of external and internal wind pressures. e) specified wind loads on girt g, (Fig.1) for both SLS and ULS design. Consider the simultaneous application of external and internal wind pressures. 1) Draw the structural analysis model for wind column we, (Fig. 1) under specified wind loads only. The both ends of the column are pin supported. Ege Hâgh-Shay lo lary Slabliss
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Introduction To Financial Accounting
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