Design the shear Reinforcements of the following beam using only two stirrup spacings and draw the details of your design. The loads shown are factored loads. Neglect the self-weight. 600KN Given 220KN Width of beam: 500mm Effective Depth (d) = 630 mm fe = 28 MPa fy 420 MPa 2.0m 4.5m Stirrups : ø10mm -8.0m

Design the shear Reinforcements of the following beam using only two stirrup spacings and draw the details of your design. The loads shown are factored loads. Neglect the self-weight. 600KN Given 220KN Width of beam: 500mm Effective Depth (d) = 630 mm fe = 28 MPa fy 420 MPa 2.0m 4.5m Stirrups : ø10mm -8.0m

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

A beam shown below has a T-shaped cross section. Determine the location of maximum compressive stress from left support of the beam. I = 87-49 in 4 400 16/ft 16001b 160016 I↓↓↓I LOFT #. £7 32000 lbft 2.914 in 5.886 in B -NA 34/00/6 4FT 10° 100016 -240016 1000lb dc -4000 16 ff V M
H.W Draw S.f,B.M and elastic dliagrams for the beam Shown below by method of equntions ? 6W/m 20 KN 6m 2m 2m
Topic: COMBINED STRESS - STEEL DESIGN
How to solve this question step by step
TASK 3 250 180 14 I 30 24 Weld 450 A compound girder consists of a steel joist with steel plates welded onto each flange as shown. If the ends are simply supported and the effective span is 10 m, what is the maximum UDL which can be supported by the girder? [kN/m] Allowable longitudinal stress in plates = 110 MN/m² Allowable load in shear for each weld = 60 kN/m Allowable shearing stress in web of girder = 75 MN/m² Note: 1.0 MN/m² = 1.0 N/mm² 50
2. Calculate the internal forces in the bar GF and GD in a roof truss as shownbelow. For each bar, indicate if the internal force is tensile or compressive. Usethe section method (snittmetoden). Point A has simple support and D has rollersupport.
Pls I need answer asap, I will like it.
How to solve this question step by step
A frame structure is shown below. The links connected below is a bar with a 30mm by 60mm in section. Find the Allowable lad P that can be applied so that the stresses will not exceed 100MPa in tension or 80Mpa in compression.
A simply supported pre-tensioned T-beam, as shown in Figure (2) has: f'ci 25MPa; f'-40 MPa; span length is 12m; Total Aps-800mm² for tendons; initially stress in the tendons is 1000 MPa. Consider 20% the total losses of pre stressed force then determine the allowable service live load can be carrying. 150mm 600mm T 500mm T Aps-800 mm² 50mm 150mm Typical Cross section Figure (2)
NEED REALLY FAST
For the T profile made of wood in the figure, the normal safety stresses are (ϭsafe) tensile = 50MPa and (ϭsafe) pressure = 70MPa in case of tensile and compression.a) Calculate the section moment of inertia.b) Calculate the largest and smallest normal stresses that will occur in the section.c) Determine whether the applied force can be safely carried.