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.
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 1 (29.83 KiB) Viewed 45 times
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
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