1. The plastic modulus of a section is 5 x 10-4m3. Its shape factor is 1.2 and the plastic moment capacity is 120 kNm. What is the value of the yield stress of the material ?





Ask Your Doubts Here

Type in
(Press Ctrl+g to toggle between English and the chosen language)

Comments

Show Similar Question And Answers
QA->Yield stress is shown by....
QA->If a solid does not regain its original shape and size, when the deforming force is removed, it is called?....
QA->Which is the planet its length of its day and the tilt of its axis are almost identical to those of the earth?....
QA->The length of a rectangular floor is 2 meters more than its width and its perimeter is 20 meters, then its area is....
QA->If a material; placed in a magnetic field is thrown out of it; then how is the material?....
MCQ->The plastic modulus of a section is 5 x 10-4m3. Its shape factor is 1.2 and the plastic moment capacity is 120 kNm. What is the value of the yield stress of the material ?....
MCQ->The plastic modulus of a section is 4.8 x 10-4 m3. The shape factor is 1.2. The plastic moment capacity of the section is 120 kN.m. The yield stress of the material is....
MCQ->Un-factored maximum bending moments at a section of a reinforced concrete beam resulting from a frame analysis are 50, 80, 120 and 180 kNm under dead, live, wind and earthquake loads respectively. The design moment (kNm) as per IS: 456-2000 for the limit state of collapse (flexure) is....
MCQ->The design stress, which is more than the damaging stress, is the least unit stress that will render a member unfit for service before the end of its normal life. The design stress factor or factor of safety indicates the margin between design stress and the __________ stress.....
MCQ->Consider the following statements regarding the working stress design of under-reinforced RC sections: 1. The neutral axis depth will be greater than that of a balanced section 2. The stress in steel in tension will reach its maximum permissible value first 3. The moment of resistance will be less than that of the balanced section 4. The concrete on'the tension side is also to be considered for calculating the moment of resistance of the section. Of these statement :....
Terms And Service:We do not guarantee the accuracy of available data ..We Provide Information On Public Data.. Please consult an expert before using this data for commercial or personal use | Powered By:Omega Web Solutions
© 2002-2017 Omega Education PVT LTD...Privacy | Terms And Conditions
Question ANSWER With Solution