The Figure below shows the structural plan of a typical floor in a residential building. 20 cm block walls are provided over all beams. Given: Flooring cover 2.0 kN/m Live loads +2 kN/m Floor height: 3 m Yorick 15 kN/m It is required to: a) Calculate the minimum slab thickness for the entire system and the minimum depth of all beams. b) Draw (using AutoCAD) the complete load distribution from the slabs on all beams. c) Show on sketches the loads applied on the beams specified in the table below. d) Draw the BMD and SFD for the beams specified in the table below. e) Draw the BMD and SFD for one of the statically indeterminate beams using SAP2000 3.0 1.5 1.5 30 1.5 10 1.25 3.0 Balcony B1 0 B10 012 38 B2 2 2.0 BS 811 B13 3 1.5 B9 B3 15 +13 I 1.5 1.5 B6 B15 814 O'Z B7 co 1.02.0 B4 1.0 3.0 1.5 1.5 3.0 1.5 1. - C (D) G 3 or 8 Last Digit in Your Student ID No. Required Beams to Analyze 0 or 5 1 or 6 BI, B4, B9 B2, B10, B12 2 or 7 B3, B8, B13 4 or 9 B9, B6, B15 B7, B11, B14 The Figure below shows the structural plan of a typical floor in a residential building. 20 cm block walls are provided over all beams. Given: Flooring cover 2.0 kN/m Live loads +2 kN/m Floor height: 3 m Yorick 15 kN/m It is required to: a) Calculate the minimum slab thickness for the entire system and the minimum depth of all beams. b) Draw (using AutoCAD) the complete load distribution from the slabs on all beams. c) Show on sketches the loads applied on the beams specified in the table below. d) Draw the BMD and SFD for the beams specified in the table below. e) Draw the BMD and SFD for one of the statically indeterminate beams using SAP2000 3.0 1.5 1.5 30 1.5 10 1.25 3.0 Balcony B1 0 B10 012 38 B2 2 2.0 BS 811 B13 3 1.5 B9 B3 15 +13 I 1.5 1.5 B6 B15 814 O'Z B7 co 1.02.0 B4 1.0 3.0 1.5 1.5 3.0 1.5 1. - C (D) G 3 or 8 Last Digit in Your Student ID No. Required Beams to Analyze 0 or 5 1 or 6 BI, B4, B9 B2, B10, B12 2 or 7 B3, B8, B13 4 or 9 B9, B6, B15 B7, B11, B14