GIVEN VALUE UNIT DEAD LOAD (DL) 18.50 kN/m LIVE LOAD (LL) 7.00 kN/m fy 270 N/mm^2 f'c 21 N/mm^2 LENGTH (L) 7.00 m Design a beam with one discontinuous end with the given data. Trial steel ratio is 60%. Use 20mm diameter bars. Show computations and highlight the resulting values. Lastly, draw the section of the beam.

GIVEN VALUE UNIT DEAD LOAD (DL) 18.50 kN/m LIVE LOAD (LL) 7.00 kN/m fy 270 N/mm^2 f'c 21 N/mm^2 LENGTH (L) 7.00 m Design a beam with one discontinuous end with the given data. Trial steel ratio is 60%. Use 20mm diameter bars. Show computations and highlight the resulting values. Lastly, draw the section of the beam.

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

I saw this question solved before, both on Chegg and Bartleby and it was WRONG! Please,if you do not know how to solve DO NOT COPY the wrong solution.Thank you!
Topic: Quantity surveying 2.) The geometric method breaks the excavation into geometric shapes and calculates the volume for each of the shapes. true or false 3.) The data needed in estimating the roofing material are their effective widths and length in which they are available in the market. true or false 4. Because most equipment is not used on a project for an entire year, the costs must be converted to an hourly, weekly, or monthly cost. true or false
show complete solutions and answer should be in 4 decimal places
Answer in two decimal places please
4
If P=13000 N, d=22mm and t=33mm, determine the bearing stress between the rivets and plate, in MPa?
Problems 6 - 7: Design the following sections by finding As and A's. Mu is provided below the figure. Use fy = 60,000 psi, f'c = 4000 psi. Start the design by verifying that compression steel is needed to meet the required strength. Once you have calculated A, and A's, select bar size and # using the tables, then show that the actual resultant steel areas satisfy the design requirements listed below: 14" Use Mu =900k-ft capacity: Mn > Mu/ ductility: &t >= 0.005 (note: it is not required that &'s > 0.00207) minimum steel: As > As,min 3" 23" 3" stut. * 10" 8" 8" Use Mu=300k-ft 3" 14" 3"
Use USD method.
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
3. Determine maximum strength P for the bracket connection in the figure. ST37 steel is used for the connection, F = 2400kg /cm,F, = 3700kg /cm %3D %3D IPE200 15 cm P=? PL 250x150x15 mm te 7 mm, L=250 mm
How do you prefer a ‘tracked drive’ system than a ‘tired drive’ system for an excavator?
2- For the cross section shown: i) determine the cracked moment of inertia (ler) using n=8, and ii) using transformed-area method determine stresses in concrete and steel if subjected to a moment M = 150 ft-kips. As = 4.1 in ² Assume f. = 4,000 psi, and f, 60,000 psi. 14"-wide hole As 20" e 6 3* 60 13