Example -Fig. 4-13 shows plan and cross-section of the footing slab with a square R.C. column 20cm outside with the following particulars Area at base of slab =1mx1m Area at base of column = 28cm x 28cm Depth of slab at column face =40cm Depth of slab at outer edge 15cm = Reinforcement in the slab =16mm dia. bars both ways at 15cm c/c Reinforcement in the column 4 nos. 16mm dia. birs with 6mm dia binders at a pitch of 18cm c/c. Clear cover for slab is 50mm and for column is 25mm. Other particulars are as per drawing. If weight of 16mm dia. and 6mm dia. bars are 1-58kg and 0.22kg per r m respectively prepare a bill for payment of the above columa. Rate of the works

Example -Fig. 4-13 shows plan and cross-section of the footing slab with a square R.C. column 20cm outside with the following particulars Area at base of slab =1mx1m Area at base of column = 28cm x 28cm Depth of slab at column face =40cm Depth of slab at outer edge 15cm = Reinforcement in the slab =16mm dia. bars both ways at 15cm c/c Reinforcement in the column 4 nos. 16mm dia. birs with 6mm dia binders at a pitch of 18cm c/c. Clear cover for slab is 50mm and for column is 25mm. Other particulars are as per drawing. If weight of 16mm dia. and 6mm dia. bars are 1-58kg and 0.22kg per r m respectively prepare a bill for payment of the above columa. Rate of the works

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

draw Two-way slab- 12 mm diam. main bars spaced @ 300 mm o.c. b/w with 10 mm diam. extra top bars spaced at 150 mm o.c.b/w and 10 mm diam.bottom bars spaced @ 300 mm.oc. b/w.
Kindly give me both C and D right answes
The framing plan of a business processing officeis given below. The CHB walls are all plastered in both faces and fully grouted using 21.2kN/m3density of grout. The slab is 115mmthick, and made of stone concrete. The floor is finished with quarrytile on 13 mm mortar bedand iscarrying a ceiling made of acoustic fiber board. The beamsand columns are made of reinforced stone concrete andthe typical dimension of all beam is 325mm x 450 mm andthat of column is 400 mm square. The height of thefloor is 3.7m. The exterior walls are 6" CHB, and the inner walls are 4" CHB.For the specified location of the glass wall, refer to the plan. Refer to NSCP 2015, Vol 1, Section 204 -205. a.Classify the slab structure as eitherone-way or two-way.
a=7 c=4 do not round off
Find the volume of the cut if the the area of a cross section of a profile 216 mfrom the initial section is 56.1 m2. Use End Area method
A short timber post of rectangular section has one side twice the other.It contracts by 0.05 cm/m. When loaded axially by 10kN, calculate thesections dimension of the post. When E= 0.1?10^5N/mm^2
Either all parts or none.... I vll upvote definitely
why you didnt included the 5*(5+5)= 50 kn in the midle ? is it nececarry to include or its against the rule please explain and if no draw again and include the 50kn in the center
FN= 119 kips, SN= 93 lb
WideFlange Section: W 16x67
P = 108 KN
Help me plsss i give you upvote ♥