1. A rectangular beam with b = 250 mm and d = 460 mm is reinforced for tension only with 3-25 mm bars. The beam is simply supported over a span of 6 m and carries a uniform dead load of 0. 680 KN/m including its own weight. Use fy=276.50 MPa and fc'=20.70 MPa. The maximum steel ratio is. 0.0128 0.0096 0.0278 0.0371 0.0167 0.0224

1. A rectangular beam with b = 250 mm and d = 460 mm is reinforced for tension only with 3-25 mm bars. The beam is simply supported over a span of 6 m and carries a uniform dead load of 0. 680 KN/m including its own weight. Use fy=276.50 MPa and fc'=20.70 MPa. The maximum steel ratio is. 0.0128 0.0096 0.0278 0.0371 0.0167 0.0224

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

For the given properties of beam below. Compute the flexural capacity of the beam. b = 390mm d = 440mm d' = 80mm fc' = 34.5MPA fy = 350MPA As = 4 - 40mm As' = 2 - 32mm A. USE NSCP 2001, Mu = kN-m B. USE NSCP 2015, Mu = kN-m
A rectangular beam which is limited to 350 mm by 650 mm is reinforced at the compression side with As’ = 1,000 mm2and on the tension side As = 4,000 mm2. The beam has an effective depth of 510 mm and its neutral axis is located at 127.84 mm below the top of the beam. Assume steel in tension yields but that in compression does not yield. F’c = 35 MPa, β = 0.81, fy = 400 MPa. Steel covering on top is 50 mm. Determine stress of steel in compression. Determine the depth of compression stress block. Determine the moment capacity of the beam.
Assume that the truss is simply supported at joints M and E. Determine the stress at member AH if P.= 15.375 Kips, the area is 11 in. Answer your problem with the given unit ksi. Pu Pu P. Pu P. P. P. * a w - LKJ IH G
A 62.6-kN vertical load P is applied at the corner of the square cross section of the steel compression member AB, which is free at its top A and fixed at its base B. Knowing that for the grade of steel used oy=345 MPa and E= 200 GPa, and using the allowable-stress method, determine the smallest allowable dimension d. B D 1.5 m The smallest allowable dimension dis mm.
4. Find the maximum allowable value of P for the column. The cross- sectional areas and working stresses () are shown in Figure 3. 2P FIGURE 3 Steel: A=500 mm² Qw=120 MPa Timber: A=2000 mm² Ωw =12 MPa Timber: A=8000 mm² Ωw =16 MPa
Determine the maximum concrete and steel stresses at the point of maximum positive and negative moment. Fc'= 40 Mpa.
Consider the loads of the figure to be axially applied at sections B, C, and D to the concrete structure supported at A. IW E F P G 5 kN 5 kN A Determine P in kN when member BC is 24 mm in diameter, the axial stress in section F is 588 MPa, and W 309822 N. = 10 kN C 10 kN Rigid -bearing plates
Detailed Solution please
A square hollow steel structure with a wall thickness of t1 = 10 mm is pin linked to two gusset plates with a thickness of t2 = 12 mm, which are welded to a base plate with a thickness of 12 mm and secured to a concrete base with 4-16 mm diameter anchor bolts. The pin has a diameter of 16 mm. P = 48 kN compressive load, 30 deg. P= 48 kN Stnt gusset plate fy=12 mm 0=30 10 m 12 mm 16 mm ø anchor bolt 4-16 mm p 1. Determine the bearing stress in MPa between the struct and the pin. 2. Calculate the pin's shear stress in MPa. 3. Determine the anchor's shear stress in MPa.
Please show your solution clearly thank you
4
Given the truss and loading shown below, determine the stress at member DF if Pµ = 18.375 Kips and its area is 16 in². Assume that the truss are simply supported at joint M and E. Express your answer in ksi. Use three decimal places. RM Pu Pu 0 Pu Pu 8 @ 10' = 80' Pu B Pu CF Pu et LK J I H G F 8@10' 80' RE