BEAMS(FLEXURE)BEAM-COLUMNS SHEAR / CONC. LOADS WILDCARD 100 200 300 400 500.
Pengaruh Rasio Tulangan-balok T- Akmaluddin
99160906 Pengaruh Rasio Tulangan Balok T Akmaluddin
Ecg533 rock-tunnel-engineering
Would you design this member as a column or beam-column and why?
