I need the answer as soon as possible In case of a simple supported rectangularbeam of span L and loaded with a centralload W, the length of elasto-plastic zone ofthe plastic hinge isAL/5L/4CL/3L/2

Answered: Image /qna-images/answer/0ae4b7cd-68fb-4a52-a37e-d9603acb5159.jpg

Answered: In case of a simple supported…

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.11.4P

See similar textbooks

Similar questions

Where is/are the location(s) of the maximum transverese shear stress? A simple I-beam is loaded as shown. 20 mm P KN PKN PKN Į Į -C B с D L/4 m L/4 m Midspan at point C Roller at E at the NA Section B at the top fiber Pin A at point C Midspan at point D Roller E at point D L/4 m L/4 m OE 20 mm 20 mm- 250 mm 150 mm 150 mm A
Theory of structure Influnce Lines
Handwriting Solutions need don't reject.
8. H / The beam shown below has across seclion of channel Shape with width 360mm.and haghs h= loomm, the web thickness ist= 14mm.Deler- Mine ihe Max imum tensile aud Compressive stressin the beam due to unifom Load? 360Mm 3.6KN/M 14m tiom Please Sir 5T CASIC f-991ES PL DATURAL u CALC (-)
Given the following allowable stresses:• 50 MPa for shear in rivets• 100 MPa for bearing between a plate and a rivet• 80 MPa for tension in the platesDetermine the maximum load P that can be applied to the lap joint connected bythree – 16 mm diameter rivets. Note: Draw its FBD
An insulated T-beam has a flank 2400 mm wide and 120 mm deep. The width and Effective depth of the web are 300 mm and 580 mm respectively. tensile armor It consists of eight bars of 20 mm diameter. The effective span of the simply supported T-beam It is 3.6 m. Determine the moment of resistance of the beam.
Select all zero-force members in the truss shown below. Check the box for zero- force members 3 m 3 m 12 m, 8 @ 1.5 m DE O LK ЕР O HF O BC BM EF OM CD BN LO O DK FI O co
B Lsm +sm+sm-sm- Ax- Ra Rc- Ro= Hinge 90 kN/m 5m kN Ay KN kN kN Hinge -5m-5m KN
i n. In. . • U d d Y:0E O HW4 modified03... Use the method f sections to find the force the member s BD,CD, and EC You can 3m use the methad of Joints to check your 3 m/ 3m 3m 3 m C 3m A 120 kN results II Mach 2l2o Due Tuesday March 25 at 12:0op
please include the FBD
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
Find the max compressive and tensile normal stress of the beam below

SEE MORE QUESTIONS

Recommended textbooks for you

Steel Design (Activate Learning with these NEW ti…

Civil Engineering

ISBN:

9781337094740

Author:

Segui, William T.

Publisher:

Cengage Learning