wo.t 2-22 mm (h. g) 2-22 mm 3-22mmp (f) 12m- 23cm 8cm (d.) 8.1 38cm G.L 40cm 09- E 2.61 43-22mm (1) TYY -1-22mm (h) 1-22mm -21mx18m 2.1m -137m. 10mm STPS. @12mm c/c cm 25 mm CLEAR. COVER 3-22 mm (c) 30 cm -6-22 mm (d) -6-22mm(c) SECTION-1-1 -10 mm 105 -3-22 mm (f) -10 mm STPS @25cm PLAN OF 38 cmx25cm. COLN. -2-22 mm 4 STRAIGHT 2 25-22mm (9.h.i) -5.5m BINDER 23 cm 3-22 mm (c) 1-22mm. (8) 10mm STIRRUPS- -22mm @ 9 cm c/c (0) 22 mm @ 9cm c/c (b) -20 NOS. RODS (LONG SIDE) 17 NOS RODS (SHORT SIDE) YXII 2 -1.37m- -/4-18mm STR 12 cmc/c -5-22 mm (disf) CIA -50mm CLEAR COVER -8 cm LEAN CONC. (1:4:8) Innovations -4-22mm 425 cm (h. L) SECTION 2-2 38 cm -Prepare a complete schedule of bars of the portal frame as shown in the Assume weight of 22m & bar-2.98 kg/rm and 10mm & bar 0:62 ke/rm. —war 469

wo.t 2-22 mm (h. g) 2-22 mm 3-22mmp (f) 12m- 23cm 8cm (d.) 8.1 38cm G.L 40cm 09- E 2.61 43-22mm (1) TYY -1-22mm (h) 1-22mm -21mx18m 2.1m -137m. 10mm STPS. @12mm c/c cm 25 mm CLEAR. COVER 3-22 mm (c) 30 cm -6-22 mm (d) -6-22mm(c) SECTION-1-1 -10 mm 105 -3-22 mm (f) -10 mm STPS @25cm PLAN OF 38 cmx25cm. COLN. -2-22 mm 4 STRAIGHT 2 25-22mm (9.h.i) -5.5m BINDER 23 cm 3-22 mm (c) 1-22mm. (8) 10mm STIRRUPS- -22mm @ 9 cm c/c (0) 22 mm @ 9cm c/c (b) -20 NOS. RODS (LONG SIDE) 17 NOS RODS (SHORT SIDE) YXII 2 -1.37m- -/4-18mm STR 12 cmc/c -5-22 mm (disf) CIA -50mm CLEAR COVER -8 cm LEAN CONC. (1:4:8) Innovations -4-22mm 425 cm (h. L) SECTION 2-2 38 cm -Prepare a complete schedule of bars of the portal frame as shown in the Assume weight of 22m & bar-2.98 kg/rm and 10mm & bar 0:62 ke/rm. —war 469

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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