Hi, can someone calculate the Loads on for Panel 2 (P2), Panel 3 (P3), Panel 4 (P4) and Panel 5 (P5) which is Beam II an
Posted: Wed Mar 30, 2022 9:11 am
Hi, can someone calculate the Loads on for Panel 2 (P2), Panel 3 (P3), Panel 4 (P4) and Panel 5 (P5) which is Beam II and calculate the continuity moment of Panel 1 (P1) which is Beam I?
Hint: we got two "adjacent edges discontinuous" which are P2 & P5 and two "long edges discontinuous" which are P2 & P4.
From THE SLAB Below; A CALCULATE THE LOADS ON BEAM I 6) CALCULATE THE CONTINUITY MOMENT OF BEAM I 4m 5m 3.2m 3m B P3 P₂ Ps w 4m II I # 2.5m P1 th 9m NB: SLAB DESIGN LOAD n 15 kN/m2
Hint: we got two "adjacent edges discontinuous" which are P2 & P5 and two "long edges discontinuous" which are P2 & P4.
From THE SLAB Below; A CALCULATE THE LOADS ON BEAM I 6) CALCULATE THE CONTINUITY MOMENT OF BEAM I 4m 5m 3.2m 3m B P3 P₂ Ps w 4m II I # 2.5m P1 th 9m NB: SLAB DESIGN LOAD n 15 kN/m2