The cantilever beam shown is composed of three 75 x 200mm actual size timber fastened together to form an l-beam. Determine the shearing stress in the bolts if the timbers are bolted together by a single row of 10mm o bolts spaced at 150mm apart in the row. 9 KN 3 kN/m 76mm |200 mm 2.4m 75 mm 200 mm

The cantilever beam shown is composed of three 75 x 200mm actual size timber fastened together to form an l-beam. Determine the shearing stress in the bolts if the timbers are bolted together by a single row of 10mm o bolts spaced at 150mm apart in the row. 9 KN 3 kN/m 76mm |200 mm 2.4m 75 mm 200 mm

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

feu = 40 MPa Cover = 3smm fy = 500 MPa fy = 250 MPa Preferred link size = 10mm Question 2 Design the reinforcement for the following one-way slab: Slab thickness,h= %3D 160 mm Design Mid-span Moment, M = 35 kNm Preferred bar sizes = main bar: 12mm; distribution bar: 10mm Q2a. Calculate the steel area required (in mm2per m width). Q2b. Provide main bars and distribution bars.
Classify each of the beams shown below as statically de terminate or statically indeterminate. If statically indeterminate, report the number of degrees of indeterminacy. The beams are subjected to external loadings that are assumed to be known and can act anywhere on the beams. b) Hinge d) -Internal Roller © LearnAboutStructures.com g) Hinge h) i) -Hinge
PL 5/8 x 12 3/4-in-diameter bolts
In a slab-floor system with the total depth of 22 in., the flange effective width was determined to be 40 in. The beams have a web width of 14 in. and the slab thickness is 3 in. Design the reinforcement for a typical interior beam if the factored applied moment, Mu is 9500 k-in. f’c = 6ksi and fy = 80 ksi. Draw the detailing.
Problem- What should be the depth of web required as per serviceability criterion if no transverse stiffners are provided and the web is connected to flanges along both longitudinal edges. Take depth of web to be 1900 mm and yield stress of steel to be 250 MPa.
Q3: А- Oesign a rectangular beam with b = 350 mm, h = 625 mm as shown below. Use f! = 30 MPa, fy = 375 MPa and Ø18 mm for %3D fongitudinal reinforcement. Two lavers of tension reinforcement. PE45 kN Wu,-25 kN/m WUT14 kN/m D.L babulb 5 m B- Check the design of the singly reinforced beam shown below, if fc = 20 MPa and fy = 420 MPa, 030 mm for tension. Why? %3D sed edr arlagead iso t 430 mm 100 mm 300 mm
Answer only letters G, H, I
Please answer in 20 mins
t 4#9 1) fé= 5000 psi r Grade 60 steel; 4 #9 Rebars, 5-9" t 4#9 NWC, 5-9" L = 25 ft & Mn = ? 4#9 14" $ 21" #3" Simple span 39
please give detail on how to get all value and diagram
a) is it a one way or a two way slab?
The maximum spacing for preformed control joints in concrete masonry walls is on center?