kN/m' and flange width Find the shear live (VL) and (V₁) for int и Q5/ The given data of a deck slab bridge are: Truck MS-18, clear span is 8 m, clear width is 6 m, wearing surface 2 kN/m², Ye = 24 kN/m', fs = 170 MPa, fc'=25 MPa thickness of deck slab is 400 mm, seat width is 500 mm. Find the main and distributed steel reinforcement areas for the deck slab. Assume (d=ts-30) mm, fe-0.4fc',k-0.45. -10kN/ma circular RC tank of fixed base and having: 1-310mm H=7m D=-18m fa Im ve

6. For the beam and loading shown, calculate (a) the equation of the elastic curve for portion BC of the beam, (b) the deflection at midspan, (c) the slope at B. The beam is W200X46.1 with E-200GPa and load density of 5000N/m with L=6m P L A -LR B W L C X

Two beams have the same section. Calculate maximum factored loads as shown below for case (a) and (b) aj bj 1 8m 8m 2-20M SO 5 I A Section for (a) and (b): 350mm BB fé= ↓ Pman = ? 0 ooo 4-25M = 30MPa fy=400мра &man = ? 450mm IS A B 650m ↑ 200mm

QB3