The lap joint in the figure is fastened by four 20 mm Ø A325X bolts. Calculate the maximum safe load P that can be applied if the plates are 25 mm thick A-36 steel Use ASD. P4 4 @ 40 mm P 2 @ 60 mm P
Q: meter simply-supported beam is loaded with a 2kN/m uniform load and a 10KN concentrated load at the ...
A:
Q: If a footing labeled as F-3 (ocurring 5 times on the foundation plan) is described by the following ...
A:
Q: Determine the maximum service load P that can be resisted safely by the welded connection shown. Use...
A: We have to determine the value of maximum service load P that can be resisted safely by the welded c...
Q: The vertical reducing section shown in the figure contains oil with S flowing upward at the rate of ...
A:
Q: An open circular cylinder with 2m of water is acted upon by an unbalanced upward force of 20 kN. The...
A:
Q: Two tension ropes are connected to a wall and subject to forces as shown by the diagram below. Deter...
A:
Q: Solve the value of Ely' 4m from the free end. 6 kN 2 kN/m 4 kN ITIIT T A 3 m -1.5 m 1.5 m- 103kNm^2 ...
A: To determine EIy' value from the free end of the beam. In order to answer the problem, we will be ...
Q: Compute the length of a vertical summit curve having tangent grades of 3% and -3% if the passing sig...
A:
Q: r-125m
A: Using formula
Q: 8 The ultimate bearing capacity of a soil is 300 kN/m2. The depth of foundation is 1 m and unit weig...
A:
Q: For the given truss, determine the horizontal displacement of point B using a. Axial deflection and ...
A: A Truss is a structure that consists of members organized into connected Triangles so that overall a...
Q: Two circles have radii 3 inches and 8 inches. The distance between their centers is 18 inches. How l...
A:
Q: Solve for the normal stresses at members CE, CH, and BC in MPa if the area of each truss member is 1...
A:
Q: An l-beam is used to support a distributed live load 8 KN/m and a concentrated live load of 57 KN. T...
A:
Q: A high-strength steel band saw, 22 mm wide, runs over pulleys 800 mm in diameter. What minimum thick...
A: Determine the minimum thickness,d=?
Q: A single-angle i member, L3 V2 x 3 cted to a gusset plate as shown in the figure. A36 steel is used....
A: Given - Fy = 50 ksi , Fu = 58 ksi , E = 29000 ksi , Ag = 2.50 in2 Dia of gusset plate = 7/8 inch T...
Q: A mountain peak A is 1040 m. above sea level. From mountain peak A, the angle of elevation of mounta...
A:
Q: 2 kN - m B 2 m 2 m
A:
Q: A high-strength steel band saw, 22 mm wide, runs over pulleys 700 mm in diameter. What minimum thick...
A:
Q: A single-angle tension member, an L3 12 x3 12 × 38, is connected to a gusset plate with 78-inch-diam...
A:
Q: An 16.0 kN car is designed with a 345-cm wheelbase. The center of gravity is located 55 cm above the...
A:
Q: Q3: Explane in which case Fa has a maximum Value & minimum Value in Pulling the car shown in Fig. 20...
A:
Q: Find force P required for the given situation: 350 Mfla 20mm O 625 kN 525 kN 550 kN 600 kN
A:
Q: A high-strength steel band saw, 25 mm wide, runs over pulleys 800 mm in diameter. What minimum thick...
A:
Q: A cantilever beam, 70 mm wide by 230 mm high and 8 m long, carries a load that varies uniformly from...
A: We will calculate moment at 4m from free end and use bending equation to find stress.
Q: E D А B P T
A: Static friction is contact between at least two strong masses that are not moving comparative with o...
Q: B. The common tangent AB of a compound curve is 90m with a bearing of N 880 E. The bearings of the t...
A:
Q: Determine the deflection at point B using Area-Moment Method. 900 kN 120 kN/m C -4 m 8 m
A:
Q: The bar AE shown is in equilibrium under the action of the five forces, Determine the magnitude of P...
A:
Q: Determine the Support Reaction of the Beam shown below 19 40kn/m 'D' kN 20kn/m
A:
Q: Four equal wheel loads of 40 kN each, separated by 3 m between each load, roll as a unit across a 11...
A: Given - Wheel load = 40KN separated by 3 m each Span = 11 m To find - Maximum shear in KN
Q: For the overhanging beam shown, calculate the deflection of the elastic curve at the right end. 800N...
A:
Q: Cable Analycis: Analyze the loaded cables ac dhoon. TO0m I0 m 1om 40 kg/m
A: To Analyse the cable we need to calculate the reactions at the ends(H,RA and RB) also calculate Maxi...
Q: 2. Solve for the normal stresses at members CE, CH and BC in MPa if the area of each trus member is ...
A:
Q: F 6 m 4 m SET w (kN/m) F (kN) 25 A(1,2,3,4,5) 7. Determine the moment reaction at A, MA
A:
Q: ermine the design compressive strength (kips) of a A36 steel column, W 10 X 33 with a total length o...
A: E = 29000 ksi r min = 1.94 in A36 steel Fy = 59 ksi L = 20 ft Area = 9.71 in2
Q: A closed tank 2.4 m long , 1.2 m wide and 1.4 m high contains water 1.1 m deep. A small hole is loc...
A: Length of tank (l) = 2.4m Width of tank (b) = 1.2m Height of the tank (h) = 1.4m Height up to which ...
Q: Determine diameter
A: Given data : The value of tension force P=580 N The maximum stress in steel rod σ=30 N/mm2 To find...
Q: The azimuth of line PQ is 293* 30'. The smaller angle between PQ and PR measured clockwise is 75* 45...
A:
Q: For the overhanging beam shown, calculate the deflection of the elastic curve midway between the su ...
A:
Q: A 31 mm radius Steel is subjected to tensile test. Determine its yield and ultimate load it can carr...
A:
Q: 7. Determine the force in members CD, CJ, KJ, and DJ of the truss which serves to support the deck o...
A: Method of sections: Method of sections is one of the methods which is used to determine the forces i...
Q: ed beam 4 m long has a cross section show tributed load which can be applied over the en ss is limit...
A:
Q: A force F produces a moment of (“[D]"x3) N-m clockwise about point O and (“[B]"x2) N-m counter-clock...
A:
Q: 3. Determine the force in members EF, CF, and BC of the truss. State if the members are in tension o...
A:
Q: 4 Two footings, one circular and the other square, are founded on the surface of a purely cohensionl...
A:
Q: [5 0] 0 5
A: The given matrix is the scaler matrix ie a square matrix with elements in the principal diagonal are...
Q: Question 5 Direction: Choose A - When both statements are true; B - When both statements are false; ...
A:
Q: You have been asked to design the pavement for an access highway to a major truck terminal. The desi...
A: Given -
Q: Three masses, m; 3 kg, m2 5.5 kg, and m3 = 2 kg, are attached to springs, k1 = 50 N/m, k2 = 35 N/m, ...
A: The values and diagram given in the question are as follows: m1=3 kg or 29.43 N m2=5.5 kg or 53.955 ...
Step by step
Solved in 2 steps with 2 images
- Considering 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 +40A double-angle shape is shown in the figure. The steel is A36, and the holes are for 2-inch-diameter bolts. Assume that A₂ = 0.75An. Ae 1 2 Determine the design tensile strength for LRFD. Determine the allowable strength for ASD. CIVIL ENGINEERING - STEEL DESIGN AL Section 2L5 x 3 x 516 LLBB
- PROBLEM NO. 2: Two plates each with thickness t = 16mm are bolted together with 6-22mm diameter bolts forming a lap connection. Bolt Spacing are as follows: S₁ = 40mm, S₂ = 80mm, S3 = 100mm. Bolt diameter = 22mm. Use A36 steel. Calculate the allowable strength due to block shear only. I= 16 mm S₁ S₂ S₂ S1 40 80 80 40 18-16mm S-40 S₁-100 S-40The 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 provisionsA double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 215 x 3 x %6 LLBB Determine the design tensile strength for LRFD. Select one: а. 66 b. 156 c. 78 d. 132
- The given angle bar L125x75x12 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: 2. Determine the nominal tensile strength of the 12 mm thick, A36 angle bar shown based on: a. Gross yielding b. Tensile rupture Bolts used for the connection are 20 mm in diameter. O O O O O O O Effective net area of the tension member if the shear lag factor is 0.80. Select the correct response: 1,516.1 1,354.4 1,431.2 1,221.6The tension member is a PL 12 x 6. It is connected to a 38-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 3" PL ... PL ½x 6 12" 24" 24" 12" a. What is the minimum spacing as per AISC code provisions Round your answer to 3 decimal places.A 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.
- The 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 answer1.A tension member is 25 mm thick plate as shown. The bolts are 20 mm. diameter high-strength bolts. The steel is A36. Compute the following: 130 mm 25 mm 0 0 a) The design strength for LFRD. b) The allowable strength for ASD. 25 mm CIVIL ENGINEERING STEEL DESIGN3. 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