Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- What is the value of the Whitney stress block parameter, β1, for 6000 psi concrete?arrow_forward1. What component of concrete that has affect its strength largely? Explain. 2. If you have to choose, an expensive high quality concrete or a less expensive with low quality concrete? Explain. 3. To reduce corrosion on steel reinforcement, what you have to consider in the design? 4. A 300mm X 500mm concrete beam with a 25mm diameter reinforcing bar spaced at 50mm o.c will be constructed using a non-air entrained concrete. The design compressive strength at 28 days is 30 MPa. Design a concrete mix for the beam. The properties of the aggregates and cement to be used are given in the table below. Use a trial batch of 0.15 m3. Specific Gravity Absorption Moisture content Coarse aggregate 2.75 (SSD) 1.2% Fine aggregate Cement 2.56 (SSD) 3.15 2.5% 2.5% 4.5% Unit weight (dry 1750 kg/m3 rodded) FM 2.45arrow_forwardhello please answer the question write in the image thanksarrow_forward
- 中国移动 VPN 1:00 PM © 40% A simply supported rectangular beam with dimension of h = 550 mm and b = 250 mm is subjected to bending moment. The bending moment under the quasi-permanent combination of load effect, M, = 72 kNm. Concrete strength grade is C30, and the beam is reinforced with 3 18 bars. The environment classification is I. Requirement: determine the maximum crack width.arrow_forwardThe loadsshown on the beam with a cross section at midspan as shown, are service (unfactored)loads. The concrete used is a normal weight concrete with compressive strength of 4000 psi.The yield strength of the reinforcement is 60,000psi. For the midspan section shown, computeφMn and show that it exceeds Muarrow_forwardDefine the process of Reinforcement bar stress development.arrow_forward
- Open-ended, bond beam CMU blocks are advantageous in areas of the masonry walls with : significant horizontal reinforcing significant vertical reinforcing significant horizontal and vertical reinforcing partially grouted wallsarrow_forwardSubject: Reinforced Concrete Design IS 456 A rectangular beam has a width of 300mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6 - 28mm dia in two rows, compression reinforcement consists of 2 – 22mm dia, fc' = 27.6MPa, fy = 414.7MPa, d' = 60mm, L = 4m, the Unit weight of concrete is 24.56kN/cu.m If the beam is simply supported carrying a uniformly distributed dead load of 10kN/m, a uniformly distributed live load of 5kN/m, the safe concentrated live load that it could carry acting at the midspan is ______kN.arrow_forward1.22 Calculate the design moment strength of the precast concrete section shown in Fig. 3.39 using = 4 ksi and f,= 60ksi. 589 20 19"arrow_forward
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