Assignment-2.04

Assignment-2.04 - CIVL 232 Design of Structural Concrete...

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Unformatted text preview: CIVL 232 Design of Structural Concrete Assignment 2 (Tuesday, 2 March 2004) Singly reinforced sections in bending, moment redistribution 2.1 (a) Describe the failure characteristics of an under-reinforced beam and an overreinforced beam. (b) Derive the formula for the design of a singly reinforced rectangular section in bending: M As = 0.95 f y z ( where z = d 0.5 + 0.25 − K / 0.9 M K= 2 bd f cu ) (c) Derive the condition to ensure yielding of tension steel at the ultimate limit state. What value does BS 8110 limit the depth of neutral axis to? 2.2 A simply supported rectangular beam of 7.5 m span shown in Fig. 2.2 carries dead (including self-weight) and imposed loads of 12 kN/m and 8 kN/m, respectively. The beam dimensions are b x h = 250 x 500 mm. Calculate the area of reinforcement required. fcu = 30 N/mm2, fy = 460 N/mm2 , d = (h – 50) mm. 500 Gk = 12kN/m, Qk= 8kN/m As 7500 250 Fig. 2.2 2.3 A reinforced concrete beam of 300 mm wide and 600 mm deep is required to span 6 m, as shown in Fig. 2.3. The beam carries dead and loads of 25 kN/m and 19 kN/m, respectively. Design the beam section for bending. fcu = 30 N/mm2, fy = 460 N/mm2. 600 Gk = 25kN/m, Qk= 19kN/m As 6000 300 Fig. 2.3 2.4 The cross-section of a RC beam shown in Fig. 2.4 carries a design ultimate moment M = 160 kN-m. Determine the area of reinforcement required. fcu = 25 N/mm2, fy = 460 N/mm2. 100 100 400 80 1 00 As 300 Fig. 2.4 2.5 Determine the theoretical value of the concentrate load P that will cause the underreinforced beam in Fig. 2.5 to fail in flexure. fcu = 30 N/mm2, fy = 460 N/mm2. 400 P 2m As 2m 250 A s = 9 42mm 2 ( 3T20) Fig. 2.5 2.6 A simply supported RC beam with fcu = 30 N/mm2, fy = 460 N/mm2 contains 1960 mm2 of tension reinforcement (Fig. 2.6). If the span is 7m, determine the maximum imposed load that the beam can carry. Assume that the load is: (a) an uniformly distributed load, and (b) a point load at mid-span. 200 200 300 Fig. 2.6 As 200 4T25 700 5 00 200 600 Fig. 2.7 2.7 Calculate the moment of resistance for the cross-section shown in Fig. 2.7. fcu = 30 N/mm2, fy = 460 N/mm2, As = 1963 mm2 (4T25). 2.8 Answer the following the questions: (a) Why do we consider the moment redistribution in design of a RC continuous beam (an indeterminate structure)? (b) What are the maximum moment redistribution permitted in BS 8110 and its corresponding moment redistribution ratio? 2.9 The beam shown in Fig. 2.9 is subjected to an increasing uniformly distributed load. It is assumed that the ultimate bending strength at supports is 70% that at the midspan and equal to wL2/12, where w is the UDL to cause the first plastic hinge. Determine: (a) the collapse load that the beam may carry with moment redistribution. (b) the moment redistribution ratio at section C. Fig. 2.9 ...
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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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