(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: )fer the beam Shown. Paw 6FD ond BMD raw bending stN ss, elist. at mnx.VC"M." ISKN/m le 120 31,4 40…

A:

Q: Q3// Find spacing required for stirrups Ø8mm at zone A and zone B for the beam shown with the…

A: ϕ = 8mm = 0.315inch

Q: To the calculated area of cover plates of a build up beam, an allowance for rivet holes to be added…

A:

Q: Determine the number of tons of steel that needs to be purchased for the beams, girders, and columns…

A: Given: Column details: Column Section No. of columns Length C1 W12x120 4 15 ft C2 W12x180 2…

Q: Identify the twp-force members in this frame. 192 N 1.25 m C ID 3. 1.75 m 3. IE F -2 m 2 m Select…

A: A two force member consists of two hinges or pins at both ends and has no external load in between…

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: Draw SFD and BMD for the single side overhanging beam subjected to loading as shown below. Mark…

A:

Q: 18 x 50 beam is attached to W 12 x 65 column by means of two 100 x 75 x 10 ngles. Four…

A: The given data is: Size of the beam=18*50 The allowable shear on bolt=93 mpaThe bearing stress=186…

Q: Prepare Navfac DM7 (1982) Bearing Capacity Chart ?

A: Answer:- Navfac DM7 Bearing capacity chart:- Bearing capacity is the capacity of soil to support the…

Q: 10 kN/m B 3 m 20 KN to C 10 m 3 m 1 D

A:

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: Determine the load in each member of the truss in figure below

A: Truss is a structure that is the combination of three or more members which acts as a single object.…

Q: Determine the volume of concrete of Girder G3 from gridline A/3-4 if there are 18 identical spans in…

A:

Q: Problem. A DRCB w/10mm stirrups spaced @ 150mm o.c. is subjected to loads as shown. Required:…

A: Given:  ABCD=3787 dead load =23kN/m live load = 37kN/m length of span=6.7m fy=413MPa fc' = 38MPa…

Q: For the simply supported beam shown, find thes

A: Given Data:b= 250mmd=1000mmAps=402.12mmPrestress Force=1295MpaArea= 140000mm2I= 10269×106mm4

Q: HW: 2-5-5 Find the tension in each of the three wires knowing that the plate has a mass of 650kg.…

A:

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: REINTORCED CONCHETE Homework3 Design the inverted T-beam shown in the following floor system for…

A:

Q: B2,8m RC Beem Sec B-B Sec A-A C1 (0,8x0.8)m Sec A-A7 Sec Sec 8-B Sec A-A Y-Y 143.9* Sec Sec A-A Sec…

A: Radius of the beam = 3.165 m Circumference= Total length of three beams = 2*π*3.185= 20.012 m Length…

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: couMN IS 0 +EET LONG AND IS PINNE ES. LIIWIT COUMN SIZE TO A NO MINAL K im

A: step - 1  calculate the required strength             LRFD                  ASD P_{u}=1.2(140…

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 1 Tor the beam shown i Arow BMD, and drow SFD. tig.l, salve for venations, draw FBD to kN…

A: A beam is the compression member where the effect of loading results in inward direction load by the…

Q: How many 7/8-in A502, Grade 1 rivets are needed to carry the load shown in the accompanying…

A: Solution Fv=25 ksi

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: B2-8m RC Beem Sec B-B Sec A-A C1 (0.8x0.8)m Sec A- Sec A-A Sec A- Sec 8-B 143.9* Sec A-A Sec A- -…

A: Solution: To find the length of the beam B1, B2 & B3 Already for beam 2 and 3 length was shown…

Q: Date : Determine te force in members the thuss B0,BEand_CE et shown Vsing me thod of joints . D E…

A:

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: Reciforo cal luelling used when their is obstruchion

A: Reciprocal levelling is a type of levelling which is used when we not able to level between two…

Q: Need ASAP. 4m B-10 B-2 B-3 Live load 2.4kPa = 4m B-10 B-6 B-9 B-4 2m B-11 B-5 The framing plan as…

A:

Q: lo05/ A timber beam bomm by 250mms rein forced at the botton only by a steel Plate, es Skonn infig-…

A: From the Given Data:

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: Pa1ON 44cm blem Experinental without sidenma Find defléction at D.

A:

Q: problem1:. for the Simply sup-(Ted beam shownin figure FBD, draw Solve for The reaction and draw SFB…

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.