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Additional resources for Steel Structures: Practical Design Studies, Second Edition

Sample text

Checks are required during construction. 2. Sway stability—the structure must be adequately stiff against sway. The structure is to be designed for the applied horizontal loads and in addition a separate check is to be made for notional horizontal loads. The notional loads take account of imperfections such as lack of verticality. 5% of the factored dead plus imposed load. Provisions governing their application are given. 1 Progressive collapse and robustness In 1968, a gas explosion near the top of a 22-storey precast concrete building blew out side panels, causing building units from above to fall onto the floor of the incident.

1. 5). 72 m. 5. Use uplift value for C (negative) and G in analysis. 3 (Table 16). 81.

Structures are usually subjected to widely varying or random stress cycles. Methods are available for estimating the cumulative damage for a given load spectrum. The life expectancy of the structure can be estimated if the maximum stress is specified. Some ‘good practice’ provisions in design are as follows. 1. g. taper thicker plates to meet thinner plates at joints, locate splices away from points of maximum tensile stress, and use continuous automatic welding in preference to intermittent or manual welding.

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