1 Calculate the maximum factored load P as shown in the figure. Using M22 bolts of grade 4.6 and made up of S275. 40 60 60 40 F K 60 60 300 mm 10 mm Elevation 12mm
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- 5. a bolted lap joint shown in the figure below. The bolts are 20m in diameter in 23 mm holes. The plates are 12m thick X350 Allowable stress of Plates: Tenaion in gross area0.60Fy Tension in net area0.50 Fu Shear on Net Area 0.30Fu Yield Strength of plate, Fy 248 Npa Ultinate tensile strength of Plate. Fu400 Mpa x, Find the safe load P based on a- Gross area yielding b. net area rapture c. block shear 2 of 3The given angle bar L125x75x12mm with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 steel with Fy = 248 MPa and Fu = 400 MPa, determine the following: a. ultimate tensile strength (kN) based on tensile ruptureThe given angle bar L125x75x12mm with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 steel with Fy = 248 MPa and Fu = 400 MPa, determine the following: a. nominal tensile strength (kN) based on gross yielding.
- Two 8-in.-wide wooden boards are to be joined by splice plates that will be fully glued onto the contact surfaces, as shown in the figure. The glue to be used can safely provide a shear strength of 145 psi. Determine the smallest allowable length L (in inches rounded to the nearest hundredths) that can be used for the splice plates for an applied load of P = 14,000 lb. Note that a gap of a = 0.6 in. is required between boards (1) and (2).need within 1 hour, pls thank u! A single rivet is used to join two plates as shown. If the diameter of the rivet is 3/4 inch and the load P is 7000 lb, what is the average shearing stress developed in the rivet?Continuing the solution of the given problem, find the required tie wire in kilograms if the reinforcements are space at: a.Vertical bars spaced at 80 cm and one horizontal bars atevery 3 layers of the block. b.Vertical bars at 60 cm and one horizontal bar at every after2 layers of the block. c.Tie wire in kilograms. (30 cm) Attached are the previous solutions
- A W10x100 (d=11.10”, bf=10.34”) has a load of P . Determine the minimum base plate thickness given the following information: P = 650 kips 27"x27" Concrete Pedestal f'c = 3.5ksi Steel Base Plate Fy = 36ksi Assume that the size of the plate occupies the entire pedestal cross section. Assume that the case falls under Case 1a. Note that the plates available are in increments of 1/4"Three steel bolts are to be used to attach thesteel plate shown to a wooden beam. Theplate will support a 110kN and the ultimateshearing stress for the steel used is 360MPaand that a factor of safety of 3.35 is desired,determine the increase in the bolt diameterrequired if an additional 100kN load is addedto the existing 110kN.How many 7/8-in A502, Grade 1 rivets are needed to carry the load shown in the accompanying illustration if Fv = 25 ksi?
- The span of single reinforced rectangular beam whose dimensions are given below for cross section, Cover value will be taken as 35 mm. C25/30 – S420 a)Neutral axis depth (c) and equivalent pressure block depth (a) calculate. b)By calculating the area of tensile reinforcement to be used and the percentage of reinforcement Make the necessary investigations. c)Calculate the moment of bearing power.The clevis shown below, find the minimum bolt diameter and the minimum thickness of each yoke thatwill support a load P = 56 kips without exceeding a shearing stress of 54 ksi and bearing stress of 60 ksi. MAKE ATLEAST 4 DECIMAL POINTS.Determine the resultant on the most stressed bolt usingelastic method. PN=640