1. Compute for the net area of the shape shown. WT 12X31 M22 bolts
Q: 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy-36ksi, Fu=58ksi…
A: Given Data: A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole…
Q: 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…
A: Answer We are given weld size = 5/16 in weld length = 13 in two sides FEXX = 70 ksi Calculations…
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Q: Determine the design strength of a single C15x50 fastened to a 3/4" gusset plate. Use A36 steel.…
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Q: For the A36 beam shown in the accompanying illustration, what is the required spacing of 7/8-in A307…
A: Consider the free body diagram;
Q: What is the Nominal Shear Capacity of the following shear splice 3/4" A325N bolts W18x35 W24x55 F1…
A: Anb = 3.14 x (3/4)2 = 1.76625 sq inch fu = 105ksi FOS = 1.25
Q: 4. Determine the minimum net area of the angle section having a bolt hole with a clearance of 4mm.…
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Q: Determine the net tensile area for the connection plate shown. Use a 3/8" plate with 3/4" bolts with…
A: Given data, Plate thickness (t)= (3/8) = inches Bolt dia = (3/4) inches So, hole diameter= dh =…
Q: A double-angle shape is shown in Figure 3.5. The steel is A36, and the holes are for…
A: Double angle section is shown in the figure above. Grade A36 steel is used. Diameter of bolts= 1/2…
Q: Angle Bolted Connection. The L6 x 31/2 × 5/16. -in angles, shown in Figure, The bolts are 3/4 inch…
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Q: The 3/4 in x 15 in plate has staggered holes as shown. The holes are for 7/8 in F bolts. Determine…
A: In the case of staggered bolts, Anet=b×t-nd't+ (s12/4g1)+(s22/4g2)where, b= width of…
Q: A double angle shape (L5 x 3 x 5/16) is shown below. The steel is A36 and the holes are for ½ in…
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Q: 7. Compute the tensile capacity for the A36 steel plate shown. Bolts are 7/8 in diameter. Neglect…
A: For A36 steelUltimate Tensile Strength, fu = 58,000 psiYield Tensile Strength, fy = 36,300 psiThe…
Q: For the connection shown in the accompanying illustration, Pu = 475 k and Pa = 320 k, determine the…
A: LRFD: Load and Resistance Factor Design is used for designing steel structures and structural…
Q: Find the ava shown in the liameter bolts Use LRFI Use ASD 1 2) 3½" I
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Q: W 10x45 is connected to two plates with two lines of ¾” bolts as shown below. Determine the tensile…
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Q: steel section. Check web yielding and web crippling if the steel used is ASTM A992, grade 50.
A: Solution: For W18×50, we obtain the following properties from ASTM, Below are the structural steel…
Q: The board in the image below is most likely ... O a. O b. quarter sawn O c. through sawn rift sawn
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Q: Compute the net area of each of the given members
A: Given data in question Plate dimensions Bolt diameter Staggered bolting To find out Net area of…
Q: 1½" 3"<3"→ -1½" 2" С7x 12.2 O O 2" t = ½"
A: Calculation Gross-section nominal strength; Pn = FyAg=50×(3.6)=180 kips Calculation of Net section…
Q: Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The…
A: We know that Maximum factored LRFD tensile force capacity of the member is given by minimum of the…
Q: 2. Compute for the net area of the shape shown. (Note: Bolts are going through different portions of…
A: The section is provided above. It is w 10x19 section. Also 2 M20 bolts are provided in top and…
Q: Calculate the critical net area (mm²) for the tension member shown. The bolts are M22. 40 65 90 115…
A: Given A tension member Required Net area
Q: Required: block shear strength of the gusset plate.
A: Plate 6 x 1/2 weld length in shear = 71/2 weld length in tension = 6 in thickness of plate t = 1/2…
Q: 9.4 An L 8 x 4 x ½ has staggered holes for %-in. diameter bolts, as shown in Figure P9.4. Determine…
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Q: appendix to find the weight of
A: Find the weight of the post (W beam), use 16lbs per ft Wbeam=16×8'-4''Wbeam=16×813'Wbeam=133.333 lb
Q: Hhello, Thanks a lot for your help, please I have the following points: 1-Is it allowed to use…
A: Design of tension member
Q: Determine the critical net width for the staggered bolted connection as shown in the figure below.…
A: We will use formula of net width along section A B C D E .
Q: Problem 3.. for 7/8 in bolts. . Compute the net area for the 7/8 x 12 plate shown below. The holes…
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Q: a. reduction factor U for area b. effective net area FIGURE 3.12 L6 x 6 x ½ 1.67" %-in. bolts 3"3"…
A: Given:- The diameter of the bolts = 5/8 in The tension member used = L6×6×1/2 To determine:- a)…
Q: 3. Based on the figure below, are the threads to be considered included on the shear plane? Why?…
A: From the figure it can be observed that the shank (shown in figure below) of the bolt is ending…
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A: Given data: Total depth of the beam, D=20 in Diameter of main reinforcing bar,d=98=1.125 in Center…
Q: A bolt is turned from to when tightening down on it.Through what angle was the bolt turned?
A: Consider the bolt is turned from
Q: etermine the net area An of a 1/4 in by 4 inches plate and the diameter of the bolt is 7/8 in.…
A: width of plate=4in thickness of plate=1/4in diameter of bolt=7/8 in to find net area of plate
Q: ple shear stress FT = 207 MPa. Use A36 steel with yield strength Fy = 248 MPa and a minimum tens h…
A: According to given data A butt joint is bolted using A325 bolts with a diameter of 22mm, with…
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Q: 3. A W-shape supports a floor made of concrete on metal deck. The floor supports construction and…
A: Given,UDL Dead Load = 25 kN/mLive Load = 80 kN/mMaterial of beam = G40.21-350WSpan of beam (L) = 6.5…
Q: Compute A,, and A, for a 14-in.-wide and ½-in.-thick plate subject to tensile loading with staggered…
A: Given : Width = 14 inches Thickness = 1/2 inches Compute An and Ae for the given plate ?
Q: 17. Determine the net width for a 10×1/2 in. plate with 3/4 in. bolts placed in three lines as shown…
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Q: 6. Given a sheared flat bar 8" in width, which is to have a double line of 1 3/8" Dia bolts, answer…
A: A sheared flat bar 8" in width, which is to have a double line of 1 3/8" Dia bolts.Need to finda.…
Q: Find the available strength of the S-shape shown in Figure 3.20. The holes are for 3/4-inch-diameter…
A: Given : The S shape is shown below : Dia of holes = 3/4 in. Using A36 steel FInd - The Available…
Q: The L6 x 4 x 1/2 single angle shown has two rows of bolts. Each leg has one row (one line) of 5/8 in…
A: Answer (B) Net area refers to the gross section area minus any holes, notches or other…
Q: Determine the effective net area of the tension member shown in the figure. 000 3"3" L6 x 6 x ½…
A: Given Data- Diameter of Bolt = 3/8 in Find - Calculate the effective net area of the member ?
Q: 1. In the butt joint shown below, the 7/8-inch diameter bolts are made of A325 steel with threads…
A: The width of the plate is B=12 in. The thickness of the plate is t=58 in. The diameter of the bolt…
Q: A 3/4" x 10" X 5' long plate is fabricated from A36 steel and has standard holes for 3/4" bolts at…
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- PL 5/8 x 12 3/4-in-diameter boltsW 10x45 is connected to two plates with two lines of ¾” bolts as shown below. Determine the tensile strength of the system if Fy = 50 ksi and Fu = 65 ksi.7. Determine the effective net area of the 12.5 mm thick plate shown below using the NSCP 2015 Specification. The holes are punched for 20 mm bolts. ← 62.5 mm 75 mm 275 mm- 75 mm 62.5 mm 75 mm
- Calculate the tensile resistance of a single 165 x 100 x 10 angle. the angle is of grade S355JR steel and bolt with 6 M20 bolts. Assume that all holes are punchedAs a structural steel detailer, you are required to draw Detail A of the water tank support shown in Figure 1, using scale 1:5. Include the members, bolts and gusset plate. The vertical members are 100x100x10 angle connected to 10mm gusset plates with 5 bolts. The horizontal members are 100x100x10 angle connected with 2 bolts at each connection. The diagonal members are 70x70x10 angle connected with 2 bolts at each connection. All bolts are M20 Grade 4,6 bearing bolts placed at standard recommended bolt pitches and end distances, unless otherwise indicated.Problem 3.. for 7/8 in bolts. . Compute the net area for the 7/8 x 12 plate shown below. The holes are 2 in O 3 in 3 in 4 in 3 in 2 in PL 7/8 x 12 12 in-
- List the preferred steel type (ASTM spec) for the following shapes:a. Platesb. W shapesc. C sectionsProblem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm diameter bolts. 12 mm bolts T12 mm te12 mm P 300 75 75 75 Edge distances = 75 mm %3D dnole for tensile and rupture = dp +3 mm %3D dnole for bearing strength for Lec = d + 1.5 mm Fy = 248 MPa Fu = 400 MPa %3D En 330 MPa %3D Use LRFD design method. Determine the design strength due to tensile rupture strength of plates. (kN)A) The 3/4 in x 15 in plate has 4 rows (or horizontal lines) of bolts. Each row has 3 bolts. The bolt diameter is 7/8 in. Determine the gross area (Ag) and the net area (An) 3/4 15 O O O O O O Q O O 3" 3 27 3 784 Bolts Pet *
- Can somebody show me how to identify the following members (highlight them if needed, I truly need to know) ? AD AE AF BD CF DE EF 60 140 mmThe butt connection shows 8-22 mm diameter bolts spaced as shown below. P- 50 100 50 50 100 50 16 mm +HHHH 40 80 40 12 mm Steel strength and stresses are: Yield strength, Fy = 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area = 148 MPa Allowable tensile stress on the net area = 200 MPa Allowable shear stress on the net area = 120 MPa Allowable bolt shear stress, Fv = 120 MPa Based on the gross area of the plate. Based on the net area of the plate. Based on block shear strength. Bolt hole diameter = 25 mm Calculate the allowable tensile load, P, under the following conditions:Piston case.