Draw the front elevation and side elevation of seated beam-to-beam connection from the given data: main beam ISMB 350 @ 853.6 N/mm2; secondary beam ISLB 300 @ 369.8 N/mm2; seat angle 150 × 150 × 10 mm @ 223.7 N/m2; web cleat angle 75 × 75 × 8 mm; diameter of rivets 16 mm.

Appeared 18 times

Appeared in: May 2022, May 2021, May 2020, May 2019, May 2018, May 2016, Dec 2016, May 2015, Dec 2015

Draw to a suitable scale the sectional plan and sectional elevation of a circular column from the following details: diameter of circular column 500 mm; depth above G.L. 1.0 m; plinth level above G.L. 400 mm; height of column 3.8 m; main longitudinal steel 6-20 mm diameter; lateral ties 8 mm diameter @ 300 mm c/c; footing size 3.0 × 3.0 m; thickness of footing 300 mm; reinforcement 12 mm diameter @ 290 mm c/c both ways. Assume that the main bars of column are going into 150 mm thick slabs. All reinforcement used is of HYSD Fe-415 grade steel. Also prepare the bending schedule.

Appeared 14 times

Appeared in: May 2022, May 2021, May 2020, May 2019, May 2018, Dec 2018, Dec 2017, May 2016, Dec 2016, May 2015, Dec 2015

Draw sectional plan and sectional elevation of a simply supported one-way slab with the following data: room size 3 × 7 m; wall thickness 500 mm; bearing on wall 300 mm; slab thickness 150 mm; main bars 100 mm diameter @ 150 mm c/c (with alternate bars bent up); distribution steel 8 mm diameter bars @ 20 mm c/c.

Appeared 12 times

Appeared in: May 2022, May 2021, May 2020, May 2019, May 2018, Dec 2017, May 2016, May 2015, Dec 2015

Draw the plan and front elevation of the column base from the following data: column ISHB 250 @ 500.3 N/m; cover plate 10 mm thick; base plate 700 mm × 600 mm × 18 mm; web cleat angles ISA 90 × 90 × 10 mm; flange cleat angles ISA 90 × 90 × 10 mm; holding down plates 20 mm, 4 rag bolts; diameter of rivets 18 mm; RCC base slab 900 × 800 × 500 mm; reinforcement in base slab 12 mm @ 150 mm c/c both ways.

Appeared 11 times

Appeared in: May 2022, May 2019, May 2018, Dec 2018, May 2016, Dec 2016, May 2015, Dec 2015

Draw to a suitable scale the longitudinal section and two cross-sections of a singly reinforced beam from the following data: Size of beam = 300 mm x 450 mm; Clear span = 4.5 m; Bearing on wall = 400 mm; Main reinforcement = 3-25 mm dia (one bar is bent-up at l/7 distance from the centre of support); Anchor bars = 2-12 mm dia; Shear stirrups = 8 mm dia 2-legged centre to centre upto 1 m from supports and 240 mm c/c for the remaining central length. Also prepare the Bar Bending Schedule. (All reinforcement consists of Fe 415 HYSD bars)

Appeared 8 times

Appeared in: May 2022, May 2021, May 2019, May 2018, Dec 2017, May 2015