Office hour schedule 2016
Working stress design
-Quasi-permanent combination of actions corrected in inputs
Ultimate strenght design
-Tendon coordinate systemcorrected to the drawingd
-height of memer corrected in accordance with the example solution
-when considering losses due elastic shorteing, width of member can be taken as bw=1,2m (thus number of tendons=3)
-Tendon geometry is straight.
-Calculate the change in stress in each part and superimpose them.
-Tensile stress in part (e) is going to be very high, about ~10MPa.
-Height and width of section should be: bw=1200mm ; h1=150mm ; h2=200mm