The prestressed I beam shown in cross section is pre tensioned using seven ordinary strands grade 250 (fpu 1728 MPa) carrying an effective%3Dprestress fpe =988 MPa.fpy 1480 MPa%3D-3000.8Sfc150300440600(d-a/2)300T=Aps SpsAps 650 mm2Total depth of beam = 600 mmDistance from center to tendons to the top of the beam = 440 mmAps= 650 mm?Average flange thickness 150 mmWidth of flange 300 mm!3!Thickness of web 100 mmfc' = 27.6 MPaDetermine the depth of compression block. (mm)

Answered: Image /qna-images/answer/8aaf3abb-9ffe-41de-97ea-412911d06339.jpg

The prestressed I beam shown in cross section is pre tensioned using seven ordinary strands grade 250 (fpu 1728 MPa) carrying an effective prestress fpe = 988 MPa.fpy =1480 MPa -300 0.85fc 150 300 440 60- (d-a/2) 300 T=Aps Sps Aps 650 mm² Total depth of beam = 600 mm Distance from center to tendons to the top of the beam = 440 mm Aps = 650 mm2 Average flange thickness = 150 mm %3D Width of flange = 300 mm Thickness of web = 100 mm fc' = 27.6 MPa Determine the depth of compression block. (mm)

The prestressed I beam shown in cross section is pre tensioned using seven ordinary strands grade 250 (fpu 1728 MPa) carrying an effective prestress fpe = 988 MPa.fpy =1480 MPa -300 0.85fc 150 300 440 60- (d-a/2) 300 T=Aps Sps Aps 650 mm² Total depth of beam = 600 mm Distance from center to tendons to the top of the beam = 440 mm Aps = 650 mm2 Average flange thickness = 150 mm %3D Width of flange = 300 mm Thickness of web = 100 mm fc' = 27.6 MPa Determine the depth of compression block. (mm)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.8.3P

See similar textbooks

Similar questions

sketch the NFD, SFD, BMD, and deformed shape
A For the truss shown, find veyticat deflection bylunit lead Methed. EA 15 _atfd) Ioku for all members increase in temp is (50€) in (ad) short in (ad)is (3 Emfr
I the Design the reinforcements of the given T beam below. bf=900mm bw=420mm tf=120mm d=550mm d'=80mm fc'=34MPA fy=415MPA USE NSCP 2015 mm2 A.Mu = 1400KN-m, As = mm2 B.Mu = 1700kN-m, As = mm2, As' = CS Scanned with CamScanner
Problem 2 Given is a truss structure: Where: • Working shear stress for the rivets is 70 MPa • Working bearing stress due to rivets is 140 Mpa • Thickness of the member is 5 mm • Thickness of the Gusset plate is 6 mm Rivet diameter is 15 mm Determine the no. of rivets to fasten the member BD 80 N 120 N 200 N 4 Pands 4m - 16 m
EQuiz No.3 584nkkz1 Cc7KLzOsdr9YUFgvcfFSqpsdlyljtewQ/formResponse Choose the correct answer What will be the value of load applied parallel to the diagonal of (100x100x100))mm cube since the splitting tensile strength=3 Mpa 57.8 KN O 46.7 KN O 47.1 KN O (28)=27.5 Mpa, then the fc(180)=-- for concrete produced using moist
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
Please help me. I'll give a thumbs up
Permissible As in sechion to ensure tensile Compute the design strength of beam shown it 420 MPa , fc = 30 MPa . check the maximum %3D Permissible As in sechion to ensure tensile failure. 4¢25 stimpp10 q00 8432 300 mm
HiW@ Draw S.f.n and BiMin for beam shown by Naphial methds Anst hinge %3D M= 9 W.m 3m 2m 3m Mmny = -6 IW.m
An 5355 Class 1 laterally restrained universal beam (UB) does not support a high shear load. What is its Design Bending Resistance Med? Give your answer to the nearest whole kNm. Do not include units in the answer box. Flange thickness t,-34.3 mm Plastic section modulus Wply-3,126 cm³ Plastic section modulus Wez-235 cm³
Handwriting Solutions need don't reject.
ASAP NEED RIGHT COMPLETE SOLUTION !!! Determine the design compressive strength (kN)