(A 30' 5 EQUAL SACES 35 BEauAL SICES Ga I- 30 8. GI ca 30 -I- O FLOOR FRAMING PLAN uestions: O Dran the tribrtarg area for Beam Bl above. O What is the bributary width (Tw): for beam B2? O what is the tridhedany with (Tu) for Gindr G1? libuda aa (TA) for Colemn CI? 3.

Q: a.) Girder factor at joint D, go b.) Column factor at joint K, Ck C) Girder moment factor at Joint…

A: All data mentioned in the figure it selfneed to find 1- girder factor at joint D, gD2- column factor…

Q: Total load 87 psf = B1W16 x 57 G1W24 x 68 Compute Vmax and Mmax for Beam 1 and Girder 1 in the roof…

A: Approach to solving the question: Detailed explanation: Examples: Key references:

Q: Provide the correct size for Lintel-6. Assume SPF 1 and 2 lumber is used. (Note: Specified Snow Load…

A: Given,provide the correct size for Lintel-6. By assuming SPF 1 and 2 lumber is usedspecified snow…

Q: Write down ur answer in a paper

A: If you would like, I can assist you further with detailed calculations or help you solve specific…

Q: snown. 7.12 A built-up steel member is composed of a W18 × 71 wide- flange section with a…

A: Given: To find: The location of the X-X axis.

Q: HWK 4-1.2-2 Find length, h, in inches of bronze post if beam must remain level. 10k/f 1' 1.5" x 1.5"…

A: The axial deformation of any member depends upon its length, area of cross section , modulus of…

Q: Determine the net area for the plate PL // x9 with 3/4 in bolts indicate which area controls

A: Diameter of bolt = 3/4 in Number of bolts, n= 6 Size of plate = 1/2' * 9' It is asked to determine…

Q: addition to the members in the upper and lower cord, what other members were post-tensed (see…

A:

Q: Verify the value of ry given in Part 1 of the Manual for the double-angle shape 2L5x31⁄2 x 1⁄2 LLBB.…

A: Calculate the moment of inertia about y-axis: Where; I is the moment of inertia about the y-axis A…

Q: Instruction : Draw a matrix / table to show comparison of the following methods of analyzing…

A: Double integration method ∑MRb =0   4 Rc +30×1×12=30×4×42  4Rc =240-15    Rc =2254=56.25 KN…

Q: Problem 1a. Determine whether each of the beams and frames below are internally determinate,…

A: No. of reaction = (3 for fixed 2 for hinge 1 for roller)  a.)No. of Reaction = 4 (2+1+1) (2 for…

Q: A) An HSS 4 x 0.250 , 42 ksi with pinned ends, L= 10 ft B) A W14x90 Fy = 36 ksi with one end fixed…

A: Given: Column section HSS 4 x 0.250 Section properties: HSS 4 x 2 x 0.25 A = 2.44 in2 rx = 1.36 in…

Q: | 5% in = 12 ft 8 in 5 in (a) 4-PL3/8 X 5 Fy-36 ksi

A: Given data: Section- PL38x5 Effective length, Le=12 ft 8 in The design strength can be calculated…

Q: 2. Find the tension in the cables in the structure below. ( THIS IS AN EAM. DO NOT DUR THIS IS AN…

A: To determine the tension force in each cable. For that calculate the unit vector along the…

Q: 12 13 14 the limiting width thickness ratio "bf/2tf" for flexure in flange of Tee sections for non…

A: Compact Section:- A compact section is one that can obtain the plastic moment through web or flange…

Q: L-KL-42 ft 4-W8X31

A:

Q: -3 ft- 100 16 -3 - B 200 ft 2 ft

A: Reference : Structural Analysis, Beam analysis Given data : A beam with load acting on beam 3ft from…

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.