Problems on Loss due to Elastic deformation or shortening of curved cables/ PSC/Module2 (lecture 18)

[@praveenc.cpraveenc.c6793]

Thank you very much mam

[@civilengineerspandanagowda181]

Welcome

[@Aman-he8tn]

Excellent explanation

[@civilengineerspandanagowda181]

Thank you

[@tabzz03]

Thank you very much ma'am i was stuck with those eccentricity sign convention. You cleared my doubts 🙏🙏🙏

[@civilengineerspandanagowda181]

Welcome

[@venuveeramalla7966]

Thnkq so much sister❤❤❤I understand very well and also u r explanation was very gud sister ❤❤❤❤

[@tulikamondalmegha7234]

Mam,you are great. it's really helpfull for all of us.

[@sachinbhoi6813]

Thanks 🙏

[@nrriyozaki89]

can you please provide source of these questions?

[@bhaskarreddy5761]

composite T-beam is made up of a pretensioned rib
100 mm wide and 200 mm deep, and a cast in situ slab 400 mm wide and 40 mm thick having a modulus of elasticity of 28 kN/mm². If the differential shrinkage is 100 x 10 units, determine the shrinkage stresses developed in the precast and cast in situ units. Tell me answer sir and madam