the tension member shown, compute the following. The tensile design strength. The allowable tensile strength. PL x8 A36 steel Weld FIGURE P3.3-2
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A: Calculate the gross area due to yielding. Ag=bt =5×12 =2.5 in2 Calculate the nominal…
Q: A double-angle shape is shown in Figure 3.5. The steel is A36, and th 4-inch-diameter bolts. Assume…
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Q: The plate shown is 8 in wide and 1/2 in thick. The bolts are 7/8 in. The smallest net area (An) of…
A: Given:- width of plate =8 inthickness of plate =1/2 inBolts diameter size = 7/8 inA36 plateTo…
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A: Solution: Assume the diameter of the bolt as 3/4 inch and grade A490N Depending the geometry of the…
Q: 2. See connection figure below. The rivets is 7/8 in. in diameter. According to the rivert supplier,…
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Q: 3-25. A36 steel and 3/4-in Ø bolts (Ans. LRFD 170.42 k, ASD 113.39 k) - L7 x 4 x} 1 in 3 in 2 in 3…
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Q: Determine the design tensile strength, Pn, of a 3/8 x 6 plate tension member shown in the figure.…
A: 38×6 plateFu = Ultimate strength = 58 ksiFy = Yield strength = 36 ksi
Q: Example 3.9 FIGURE 3.20 Find the available strength of the S-shape shown in Figure 3.20. The holes…
A: Given member: S15×50 Properties of the given section: Flange thickness=0.622 in We need to…
Q: 2- Find the available strength of the S-shape shown in fig. .The holes are for - in diameter bolts.…
A: Find available strength of S shape?
Q: Situation 3: Two A36 steel plates, each 400 mm wide and 13 mm thick, are to be joined together by…
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Q: 2.) Compute the tensile capacity for the ½ inch thick plate shown. The bolts are inch diameter high…
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Q: A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate…
A: The essential objective of connection design is to deliver a joint that is protected, prudent, and…
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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: 10/. find the bearing stress between bolts and plate 3 1 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN…
A: Number of bolt =8 Diameter of bolt=10mm Thickness of bolt=8mm
Q: (a) Using both LRFD and ASD procedures and assuming the A36 plates in Fig. 14.29 are 12 in wide and…
A: a) Calculating tensile yielding:Rn=FyAgRn=36×12×12=216 kThe LFRD design strength will…
Q: Determine the load-carrying capacity of the 2 PL 5/16 x 3 tension member shown based on the limit…
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Q: The bolted connection shown in Figures is connected with 3/4-in-diameter bolts in standard holes.…
A: To find = Available tensile strength of plates
Q: Determine the design strength for C-shaped welds. Use E70XX electrodes and a 3/16" Fillet weld. %"…
A: Given Data 3/16in size fillet weld with E 70 electrode Effective throat thickness,…
Q: Given: A-in-thick. ASTM A36 eyebar member as shown in Figure D.8, carries a dead load of 25 kips and…
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Q: Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…
A: Weld Capacity : Weld capacity of a shear connection is determined by calculating the shear strength…
Q: See image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both…
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Q: A PL40 mm X 250 mm (smaller member) is connected to a gusset plate (bigger member) as shown. The…
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Q: Compute the tensile capacity for the ½ inch thick plate shown. The bolts are 4 inch diameter high…
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Q: A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN…
A: Retaining walls are moderately robust walls used laterally to hold soil so as to be retained on both…
Q: 3-9. The 1 x 8 plate shown in Fig. P3-9, The holes are for-in Ø bolts. (Ans. 6.44 in²) 3 in 3 in 8…
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Q: 2. See connection figure below. The rivets is 7/8 in. in diameter. According to the rivert supplier,…
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Q: The plate with dimension 18 mm x 400 mm (thickness by width) is to be connected to a gusset plate…
A: Solution: Given:: Dia. of bolts (d)=24mm Plate dimensions=18x400 mm A36 steel , so Fy=250MPa…
Q: |3 4 in 14 in The holes are for 7/8 -in Ø bolts 1 in -H2 in PLx 14 1/2 1/2
A: Solution; Given Data; For 78 inch. ϕ bolt, standard size of the hole is 78+116=1516inch. Net…
Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…
A: Given data, Steel = A36 Diameter of bolt = 0.5 inch Ae = 0.75 An Determine the design tensile…
Q: A 4 x 4 x ½ - in. angle of A36 steel is to be welded to a plate with E70XX electrodes to develop the…
A: Calculate maximum allowable tensile stress as; FT=0.7FY=0.7×36=25.2 ksi Calculate the maximum…
Q: STEEL STRUCTURE DESIGN HOME WORK -1- 1- Determine the design strength for the welded tension member…
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Q: 5. A bolted lap joint shown in the figure below. The bolts are 20mn in dianeter in 23 mm holes. The…
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Q: BOLTED CONNECTIONS For the figure shown, use P = 100 kN, L = 300mm, SI = 100 mm and S2 = 180 mm.…
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Q: Using A36 steel, determine the block shear strength of the member, and bearing and shearing strength…
A: Block Shear Failure : Block shear failure is a limit state which combines tension failure on one…
Q: A structural tee bracket is attached to a column flange with six bolts as shown in Figure . All…
A: Solution
Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…
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Q: A½x5 plate of A36 steel is used as a tension member. It is ca with four 8-inch-diameter bolts as…
A: Calculating the gross area due the yielding: Ag=bt =5*(1/2) =2.5 in2
Q: e P W-Section Weld S2 [S3 S3 S3 S2 Ss Ss S2 Calculate the shear load (kN) on the critical bolt at…
A: Solution:- P= 200 kN e = 0 unknown - shear Load
Q: Design a double angle tension member that is fillet welded to a gusset plate. Assume that the angles…
A: 1).Design and select a trial tension member See Table 5-8 on page 5-49 of the AISC manual. - Select…
Q: The plate with dimension 18 mm x 400 mm (thickness by width) is to be connected to a gusset plate…
A: Given : 18 mm X 400 mm plate 6 - 24mm dia bolts in 3 row (2 each row) A36 steel assuming Ae=An NSCP…
Q: A tension plate shown below is used to support suspended load "T". Gusset Plate- F, = 248 MPa Fu =…
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Q: EE- 3 in 3 in 8 in $ 2 in |1 in PL 1 × 8 The holes are for 3/4 -in Ø bolts
A: A plate is given we need to find out net area
Q: Compute the net area of each of the given members. The 3/4 x 8 plate shown in Fig. P3-9.The holes…
A: Diameter of the bolt,d=3/4 inch Diameter of the hole,do=3/4 +1/16=0.8125
Q: The connection shown below is fastened by bolt is 100 MPa, determine the maximum ax
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Q: A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN…
A: Fillet welds are normally some of the most widely used joints in the welding field. It is the joints…
Q: Determine the effective net cross-sectional area of the C12 × 25 shown in Fig. P3-18. Holes are for…
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Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…
A: To determine the allowable tensile strength for ASD. Given, Grade of steel: Fy = 36 ksi and Fu =…
Q: Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch is to be…
A: Answer We are given HSS 6 x 0.5 gap allowance = 1/16 inch ASTM A 500 grade B steel Length of HSS…
Q: • The tension member will be an Am • Length = 17.5 feet. • The web of the channel will be weld • The…
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- Problem # 6.0 For the tension member shown, compute the tensile design strength. Weld -6" PL 4X6 A36 steelConsidering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is 18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is 100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of shear. Determine the maximum allowable "P" of the connection in kN.Determine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40
- A tie member of a roof truss consists of 21SA 100 x 75 x 8 mm. The angles are connected by fillet weld as shown in figure on either side of a 10 mm gusset plate and the member is subjected to a factored pull of 450 kN. Take size of weld as 6 mm and connections are made in workshop. [Use Fe410 grade of steel] 75 m L. C. = 31mm 16A (100 x 75 x 8) mm Choose the nearest correct statements: L1 = 390.5 mm L1 = 195.25 mm Correct Option L2 = 87.75 mm Correct Option L2 = 175.5 mmA 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0.a) Determine the design tensile strength of the section based on yielding of the gross area.b) Determine the critical net area of the connection shown.PROBLEM 9.9 9.10 in the bolted connection of Figure 9.12, assume that the bolts are in. in diameter and that the allowable shear stress for the bolts is 14,500 psi. Based on bolt shear only, compute the safe allowable load P that may be applied. 9.2 Cc
- A PL 38 X 6 tension member is welded to a gusset plate as shown. The steel is A36 (Fy = 36ksi, Fu = 58ksi). a. The design strength, Pu based on gross area b. The design strength, Pu based on effective area PL % x 6 3/8" 6" Cross Sectional area of PL3/8x6 a) Blank 1 b) Blank 2 Blank 1 Add your answer Blank 2 Add your answerThe connection shown is subjected to a tensile force of P = 100 kN. The allowable shear stress for the bolts is 100 MPa. Assume each bolt supports an equal portion of the load. Determine the required diameter of the bolts. a. 20.6 mm b. 25.2 mm c.35.7 mm d.17.8 mm choose letter of correct answerThe tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel. Note: A242 Fu = 70ksi dh = db + 1/16’’ Use: Consider deformation at the bolt hole what is the: minimum spacing as per AISC code provisions maximum spacing as per AISC code provisions minimum edge distance as per AISC code provisions maximum edge distance as per AISC code provisions
- Compute the design strength (øPn) of the double angle tension member shown below for the following limit states: • tensile yielding in the gross section • tensile rupture in the net section • block shear rupture Identify the controlling limit state. Note: • The angles conform to ASTM A36 • LLBB = long legs back-to-back PL I" 11 (6) 7/B DIA. BOLTS z" 3" 2" -2L6x4x%2 LL BBWhat is the safe load "P" that can be transmitted by the fillet-weld joint shown in figure below if allowable shear stress in the fillet weld is 108 MPa and F.O.S. for load is 1.5? P4 www 60mm 777 50mm 8mm P3. A plate with width of 300mm and thickness of 20mm is to be connected to two plates of the same width with half the thickness by 24mm diameter bolts, as shown. The rivet holes have a diameter of 2mm larger than the rivet diameter. The plate is A36 steel with yield strength F,-248MPa and ultimate strength F,-400MPa. a. Determine the design strength of the section. b. Determine the allowable strength of the section 24mm 30mm