Assignment-1.04

Assignment-1.04 - CIVL 232 Structural Concrete Design...

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Unformatted text preview: CIVL 232 Structural Concrete Design Assignment 1 (Thursday, 12 February 2002) 1. (a) Describe two principal types of limit state in the limit state design. (b) Why should we introduce the partial factors of safety for materials (γm) and for loads (γf) in reinforced concrete design? 2. Fig. 1.2 shows a beam supported on foundations at A and B. The beam carries a uniformly distributed dead load, including its self-weight, Gk = 25 kN/m, an imposed load Qk = 7 kN/m and a 120 kN concentrated imposed load at C. (a) Determine the weight of the foundation required at A in order to resist uplift. (b) Carry out critical load arrangements for the ultimate limit state. Determine the bending moments and shear forces of the beam, and draw the corresponding bending-moment and shear force envelopes. 120 kN imposed load Gk = 25 kN/m , Qk = 7 kN/m A foundation B C 2m 4m Fig. 1.2 3. The three-span continuous beam shown in Fig. 1.3 has a constant cross-section and supports a uniformly distributed dead load Gk = 20 kN/m and imposed load Qk = 15 kN/m. Carry out the loading arrangements for maximum span moments and for design moments at the supports according to BS 8110. Compare the span and support moments from the structural analysis and the method presented in BS 8110: Part 1: clause 3.4.3 Table 3.5 (in p.24 of the course notes). Gk = 20 kN/m , Qk = 15 kN/m 6m 5m Fig. 1.3 6m 4. In the braced frame shown in Fig. 1.4, the continuous girder ABCD has a constant cross-section (Ig = const.) and supports a uniformly distributed dead load Gk = 20 kN/m and an imposed load Qk = 15 kN/m. Span AB = CD = 6 m and BC = 5 m. Storey height of the frame = 3.8 m; all columns have the same cross-section (Ic = const.), and Ic = 2Ig . (a) Determine the maximum span moments for BC and column design moments at B using the sub-frame methods (sub-frame types I & II) and the continuous-beam simplification. (b) Compare the results from the three different methods and make your comments on these. Fig. 1.4 5. An unsymmetrical layout of shear walls in a building is shown in Fig. 1.5. Determine the distribution of the 100 kN horizontal force F into each shear wall. y 32 m B: 10k D: 10k 15 m E: 10k A: 5k C: 5k x 20 m 20 m F Fig. 1.5 ...
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This note was uploaded on 12/24/2011 for the course CIVL 232 taught by Professor Jskuang during the Spring '06 term at HKUST.

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