A 30' B 4@ 5' = 20'- FIGURE P5.11-7 5.11-8 Use LRFD and design a typical girder for the floor system of Problem 5.11-7. Do not check deflections. Assume that the girder is supporting beams on each side, and assume that the beams weigh 35 lb/ft. Consider the beam reactions to act as point loads on the girder. a. Use LRFD. b. Use ASD. 5.11-9 Same as Problem 5.11-8, but let all the loads on the girder act as a uniform load (be sure to include the weight of the beams).

A 30' B 4@ 5' = 20'- FIGURE P5.11-7 5.11-8 Use LRFD and design a typical girder for the floor system of Problem 5.11-7. Do not check deflections. Assume that the girder is supporting beams on each side, and assume that the beams weigh 35 lb/ft. Consider the beam reactions to act as point loads on the girder. a. Use LRFD. b. Use ASD. 5.11-9 Same as Problem 5.11-8, but let all the loads on the girder act as a uniform load (be sure to include the weight of the beams).

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

2. A stadium roof is loaded as shown. Determine the force in the member EA, EF and FJ. Use method of sections 0.9 kips 1.8 kips 18 kips 0.9 kips -12 ft--14 ft--14 ft- 31.5 ft 10-0/ K 8 ft 8 ft L
Problem 4) Determine the force in each member of the truss. State if the members are in tension or compression. Use Method of Joints. 3 ft 300 lb D. A 2 ft 2 ft-
Solve the truss below and identify if the various members are in Tension and Compression, along with their forces. Solve both questions please.
I need the answer as soon as possible
Determine the force in each member of the truss and state whether it is in tension or compression.
4. Member CE Member DE A Member EF 12'-0" 4K 10 D 12'-0" 6K E F 12'-0" H Shown above is a simple span Howe Truss. For each case, solve for the RESULTANT force in the member specified. Where applicable, the moment center must be clearly identified. Begin by calculating the reaction forces at hinge support A and roller support B 12'-0" Force Tension B Force Tension Compression Force Tension Compression Compression
Need only handwritten solution only (not typed one).
PLEASE HELP MEEE
3-13. The truss shown is used to support the floor deck. The uniform load on the deck is 3 k/ft. This load is transferred from the deck to the floor beams, which rest on the top joints of the truss. Determine the force in each member of the truss, and state if the members are in tension or compression. Assume all members are pin connected. Problem 3-13 16 ft NA B 12 ft 3 k/ft 12 ft 12 ft HHH 12 ft
F5-8. Determine the force in members LK, KC, and CD of the Pratt truss and state if the members are in tension or compression. TF m--2 m-2 m--2 m-l-2 m-l-2 m-| 20 kN 30 kN 40 kN