CEE 117 - Third Examination (pacC Meet - CEE 117 (2192) - Thir o xi umindanao.mrooms.net/mod/quiz/attempt.php?attempt=1644233&cmid=755480New tabCtrl-TDetermine the force in each member of the truss, and state if the members are in tension orNew windowCtrl+Ncompression.New Incognito windowCtrl+Shift+NHistoryDownloadsCtrl+J600 NBookmarksZoom80%Print.Ctrl+PCast.Find.Ctrl+F2 mMore toolsEditCutCopyPasteESettings900 NHelpExitb Managed by umindanao.edu.ph2 mAВ2 mTime left 1:40:068:19 AMO 27°C Light rainO 9 ENG24/09/2021

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Answered: Determine the force in each member of…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Please answer asap! UPVOTE WILL BE GIVEN! WRITE THE COMPLETE AND DETAILED SOLUTIONS. This is already answered in Bartleby but the solutions is incorrect. Please don't follow it. Thanks- 5. A simply supported 12-m span beam, 300-mm wide by 550-mm deep, is pre-stressed by straight tendons with Aps = 774 mm2 located 70 mm from the bottom at an iniitla prestress of 1.10 GPa. What maximum service uniform live load can the beam support in addition to its own weight if allowable tensile stress in concrete 0.5 x square root of f'c is permitted. after 17% loss Write your answer in 2 decimal places only. Use f'c = 30 MPa unit weight of concrete 24 kN/cu.m. Sign convention is (+) tension, (-) compression. Indicate the sign in your final answer.
he support bracket for a water pipe that brings water from the city water systeminto the basement of DeMoss Hall needs to be replaced since it was originally improperlydesigned. An ENGR 315 class is contracted to determine the proper forces in the x and ydirection on the redesigned support at C. Water from the city line flows into DeMoss Hall in a 2-inch diameter pipe at A at 20 ft/sec and pressure 20 psi. The weight of the piping system andenclosed water is 110 lbf. The specific gravity of the water is 62.4 lbf/ft3. There are no minor ormajor losses used in the system analysis. Determine the x (horizontal) and y (vertical)components at support C. The figure is based on a vertical view of the system.
LEARNING ACTIVITY – 3 Problem. A 16x13 136 Steel Purlins spaced @0.81 m. o.c. with 11 mm. diameter Sagrods & Tierods @midpoint is subjected to the following roof loads: D=1.10 KPa, Lr=0. 10 KPa , & V=210 KPH (wind velocity). Use Fy=250 MPA & fs=151 MPa, Lb=4. 10m. o.c. (spacing of truss) Required: Check the adequacy of the following using LRFD-NSCP 2010 & MRM: (1) 16x13 136 Steel Purlins; (2) 11 mm. diameter Sagrods & Tierods.
UPVOTE WILLE BE GIVEN. OLEASE FOLLW THE INSTRUCTIONS. NO LONG EXPLANATION. PLEASE GUVE ATLEAST 3 DIFFERENT KIND OF TRUSSES WITH ITS SIMPLE, COMPOUND AND COMPLEX.
Construct the elastic design spectrum (84.1th percentile) for ground motion with PGA = 1g, PGV = 48in/sec, and PGD = 36 in
Determine the adequacy of the No.1 Southern pine, 2 x6 bottom (tension) chord in thetruss shown below.1. Load combination, DL + S, controls.2. No ceiling attached to the bottom chord3. Connections: Single row of 3/4-in.-diameter bolts4. The uniform load transferred from the roof system to the top chords is 240 lb/ft.5. The force in the bottom tension chord TAB = 6912 lb.6. Assume CM = Ct = Ci = 1.0
A steel loop ABCD of length 1.2m and 12mm diameter is placed as shownaround a 22mm diameter aluminum rod AC. Cable BE and DF, each of 14mm diameter, are used to apply the load Q. Knowing that the ultimate strength of the steel used for the loop and the cables is 470MPa and that the ultimate strength of the aluminum used for the rod is 270MPa, determine the largest load Q (allowable) that can be applied if an overall factor of safety of 3.02 is desired.
F= 600N, How many FBDs used to determine the force in the cables?
UPVOTE WILLE BE GIVEN. OLEASE FOLLW THE INSTRUCTIONS. NO LONG EXPLANATION. PLEASE GIVE ATLEAST 3 DIFFERENT KIND OF TRUSSES WITH ITS SIMPLE, COMPOUND AND COMPLEX.
Hi fixed end moment of member CD ? Thanks
The steel truss supports a 6000-lb load. The cross-sectional areas of themembers are 0.5 in.2forABand 0.75 in.2forBC. Compute the horizontal displace-ment ofBusingE¼29106psi. ans. no. 10 only , GIVEN, REQD AND COMPLETE SOLUTION

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Determine the force in each member of the truss, and state if the members are in tension or compression. 600 N D 2 m 900 N E 2 m A В 2 m