Determine the reaction forces for girder G-1. Column A Beam B-1 L1 Beam B-2 Girder G-1 Girder G-2 L1 Beam B-3 Please round to the nearest one. Reaction force for Girder G-1 (Column A side) = After the initial calculation, we determined the following information: The reaction force for Beam B-2 (Girder G-1 side) = 17,890 lbs The reaction force for Beam B-3 (Girder G-1 side) = 15,685 lbs Reaction force for Girder G-1 (Column B side) = open lbs lbs L1 • Live load = 50 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 10 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = (5) Beam= 25 lb/ft, (6) Girder = 35 lb/ft • Beam and Girder spacing:: (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3= 10 ft Column B Beam B-4 L2 L3

Determine the reaction forces for girder G-1. Column A Beam B-1 L1 Beam B-2 Girder G-1 Girder G-2 L1 Beam B-3 Please round to the nearest one. Reaction force for Girder G-1 (Column A side) = After the initial calculation, we determined the following information: The reaction force for Beam B-2 (Girder G-1 side) = 17,890 lbs The reaction force for Beam B-3 (Girder G-1 side) = 15,685 lbs Reaction force for Girder G-1 (Column B side) = open lbs lbs L1 • Live load = 50 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 10 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = (5) Beam= 25 lb/ft, (6) Girder = 35 lb/ft • Beam and Girder spacing:: (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3= 10 ft Column B Beam B-4 L2 L3

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

1:10 H"ll Asiacell K/s H.W No1.docx -> H.W No1 Determine the resultant force and Specify where it acts on the beam measured from point a for the following beams 6 kN/m 9 kN/m 6 kN/m 3 kN/m -1.5 m-- -3 m -1.5 m- ...
5 KN- G IA20 ESDE IA aosor IS\e0\810S 3m + D 12 KN H 10KN 3m J 1. FROM THE GIVEN TRUSS, DET. THE FF: a. HORIZONTAL REACTION @ J b. VERTICAL REACTION @ J C. REACTION @ F B E I 3m 40° 11 KN asps¶ xns18 asps IstoT pniini19 emit Jalil 3m 3m 3m 3m 2006 1005 asps¶ W\8 2. DET THE FF: a. FORCE ACTING ON MEMBER "EF" AND IDENTIFY IF T OR C "HE" b. MEMBER C. MEMBER "EI"
Determine the reactions of A & B for the steel bon and leasing as given abuming that 4.5 mm clearance exist bin the bar and the ground before the loads are applied. Assume E = 200 GPG. P₁ = 300 KN P₂ = 600 KN A₁ = 250 mm² A₂ = 400 mm² 5 R 4 3 2 1 & P VA 0 B P₂ 150mm 150m 150mm 150mm 4.Sm
04. Analyze completely the compound truss loaded as shwon below. D 24 kN 3 m E 2 m F 3 @ 4 m 12 PROBLEM 4 TABLE OF ANSWERS: МЕМBER NUMBER FORCE (k) AB 1 CD 2 EF 3 BC CF 5 BF 6 DE 7 AD 8 AE 9 4.
A 72 2 (a) 8 W+ W 2 (c) 2 2W+ с W) 2 T 72 30⁰ A beam AB of length 1 and weight w supports a load W at its free end B and is hinged at its end A. A wire CD supports the beam at the mid point C making an angle of 30° with the horizontal. What is the value of tension T in the wire CD? D B W (b) 4 (2W + w) (d) 4 W+ W 2
Proble m Ana ly ze th e sta tic a lly in de term in a te beam shown by the moment- d is trib u tio n m e th od. Draw shear and bending -moment diagrams. ske tch of th e de fo rm e d struc tu re not needed. 12 ft 28 ft Ac 2 lc A AD B 3 lc 3 lc 4 0 ft 20 ft 4 0 ft P(k) w (k/ft) 55.4 5.9
H.W4: 1- discuss the stability and determinacy of the following structure 2- Find the axial force in each axial member 3- Draw N, V and M diagrams for part CJ. F E N B 4 30 KN + 4 D + 5 KN/m 4 J 3 4
B) A simply supporded eam is suhyected loade (gauing loods a) 60 KN Concentrated lodd >0S fron left supart b)0.gKN/m unipormly dimbukd load → uhole c → 2n the ight. span ) 20 KN concentrated load from support. If the total length oF the beam is Jm, find the support reachons.
Solve for member CG 3 m E A + -2m +2m+ F B 30 kN -2 m m- C 30 kN G 2 E H D 60 KN -30 kN
Find the force member DE. O 218 DE = KN. Compression O 320 4-6. -6 44>6 -6 O 210 75 kN |100 kN 75 kN O 111 D 25 kN - 25 kN- E O 119 33 O 315 B 413 O 297 K H 14 Dimensions in meters
Task 12 Z A C B 2a a a The figure above shows a static indeterminate beam ABCD. The beam has a fixed joint bearing in A and a sliding bearing in B and C. Note that the beam is continuous at point B and that the joint in the bearing is below the beam. The beam is subjected to an evenly distributed load q between A and C, while there is a point load F at point D. The beam is made of steel with an E-module E = 210 000 MPa and has a cross section with a second area moment ly = 12x106 mm4. The value of the evenly distributed load q and the length a are determined from: 9= ID+25 20 kN/m ID+40 a= m 50 ID=40 a) Determine how much the maximum force can be when the bearing in point B can withstand a maximum vertical force of 50 kN (Bz< 50 kN). Write your candidate number on all the sheets you upload. b) Now set the force F to the value you found in question a) and decide how big the deflection of the beam will be in point D, under the point load F. Write your candidate number on all the sheets…
1. Given the beam below, assume that the points of inflection for girder- each girder end. Draw the approximate shear and moment diagrams for girder (GIRDER ONLY) EF occur at the 1/10 point from EF EF G 15! 15 A ケ 20 CALL INFUELTION PT PT JK