The Kitti Areeraksakul creator McGuire, William Chairperson Smith, Robert B.L. Examination Committee Lee, Seng-Lip Examination Committee Karasudhi, Pisidhi Examination Committee Asian Institute of Technology Scholarship Donor text th Bangkok Asian Institute of Technology 1969 monographic eng

print

97 p. The strength and behavior of slender upstand RC beams in restrained torsion was determined by using small scale, micro-concrete models. Eighteen models were tested in two main series; one without web reinforcement and one with web reinforcement. The amounts of web reinforcement and the eccentricities of loading were the main variables. The methods of predicting the ultimate loads of beams without web reinforcement and the cracking loads for beams with web reinforcement given by NYLANDER (vv + vt = ft), COLLINS, et al (V/Vo + T/To = 1), and ERSOY&FERGUSON (vv + vt = [2.6 + 2.4T/Vb{u2018}] {u221A}f'c {u2AB3} 5.0 {u221A}fc ') were used for comparison. For predicting the ultimate loads of beams with web reinforcement, the interaction curve (T/Tu + V/Vu = 1) given by Australian Code was used. A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand Thesis (M.Eng.) - Asian Institute of Technology, 1969 Concrete beams Testing Reinforced concrete Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B24676 http://203.159.5.9/ait-thesis/detail.php?q=B24676 251197 20260817171221.0