Pu 2. A 12mmx400mm steel plate has staggered holes arranged as shown. ÇHİ 150mm 100mm 100mm 100mm 60 mm Pu 12 400 a. Calculate the distance "b" so that the net area in path 1-2-3-4 is equal to the net area of path 1-2-4? b. Using the computed value of "b", solve for the critical net area. c. Calculate the ultimate safe tensile force Pu that the steel plate could carry?

Pu 2. A 12mmx400mm steel plate has staggered holes arranged as shown. ÇHİ 150mm 100mm 100mm 100mm 60 mm Pu 12 400 a. Calculate the distance "b" so that the net area in path 1-2-3-4 is equal to the net area of path 1-2-4? b. Using the computed value of "b", solve for the critical net area. c. Calculate the ultimate safe tensile force Pu that the steel plate could carry?

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

Question:- A 7.5 meters long simply supported structural steel beam carries two concentrated loads P at every third points. Use A 572 Grade 65 steel with Fy=448.18 MPa. The beam is W310x23.8 section having the given properties. A=3040mm² d= 305mm tw= 5.6mm bf=101mm tf= 6.7 mm Ix= 43x10⁶ mm⁴ Iy=1.2x10⁶mm⁴ a) Calculate the allowable bending stress of the compression flange of beam 7.5 fully supported against lateral movement. b) Based from the previous question, calculate the value of concentrated load P that the beam could support safety.
Draw a shear diagram Cx = 0 Cy=30 Mc = -210 V {0<=x<8} = 0 V { 8< x <=14} = -5 (x-8)
A square, tied column 410 mm wide is reinforced with 4 25-mm-diameter vertical bars with fy = 420 MPa enclosed in 10-mm-dia. ties. Using f'c = 23 MPa, calculate the nominal axial strength at balanced condition in kN with bending about the x axis. Write your answer with 2 decimal places only. ANSWER : 1392.69KN
Using A992 (50 ksi) steel with KL = 22 ft., determine ϕPn of the following shape. The channels are placed symmetrically 4 inches apart.
c. Calculate "P" in KN considering failure on bearing on projected area. Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
The riveted lap connection shown consists of two(2) – PL 12 mm × 280 mm. 1. If allowable bearing stress in holes is 1.2Fu where Fu is the ultimate strength of the plate and which is equal to 400 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 563.3 kN b. 460.8 kN c. 683. 6 kN d. 405.9 kN 2. If allowable yielding of gross area is Fy/1.67, where Fy is the yield strength of the plate and which is equal to 250 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 534 kN b. 560 kN c. 446 kN d. 503 kN 3. If diameter of hole equals diameter of rivet, what is the net area of edge-3-4-edge in square millimeters? a. 2540 b. 2590 c. 2880 d. 2040
Derive the following formula for the distancee from the centerline of the wall to the shearcenter S for the hat section of constant thicknessshown in the figure: e = [3bh2(b+2a)-8ba3] / [h2(h+6b+6a)+4a2(2a+3h)] Also, check the formula for the special case of achannel section (a = 0).
note: SN = 18, to the topload will be 118kN
Q) Determine the elastic and plastic moment of resistance of the RC beam. The beam is a trapezoid in shape. B1 at top = 300mm, B2 at bottom = 500mm, total height = 600mm, height from top to the bottom of the steel reinforcement = 570mm, As = 1473mm^2, Fy=350MPa, Fcu=30MPa Solve this early I upvote
f. Calculate the maximum safe load "P" in KN Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below: Depth, D=225 mm Flange Width, B=112.5 mm. Flange Thickness, tf=9mm Web Thickness, tw9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t 100 MPa on shear, for bearing, o.-200 MPa on single sheer, a-260MPa on double shear. 2. Determine the moment of inertia, I, of the section in mm^4.
Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below: Depth, D=225 mm Flange Width, B=112.5 mm. Flange Thickness, tf=9mm Web Thickness, tw9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t 100 MPa on shear, for bearing, o.-200 MPa on single sheer, a-260MPa on double shear. Determine the maximum flexural stress on the beam in MPa. Determine the maximum shearing stress on the beam in MPa.