Compute the available block shear strength of the gusset plate. a. Use LRFD. b. Use ASD. 7"- PL ½x 6 A36 steel Weld t=½"
Q: 9. Draw the Free-Body Diagram. Provide a direction and a name for each reaction force and moment.…
A: To draw FBD
Q: ow relevant is wood as a construction material in an age that mostly uses concrete, iron, and steel
A: We need to describe the relevance and significance of wood as a construction material in the present…
Q: For the beam shown, calculate the reactions. Calculate the moment at point C. Also, calculate the…
A: Find reactions and find shear and moment.
Q: 3. A 55.0 ML/d wastewater treatment plan discharges to a river system with a maximum spring flow of…
A:
Q: 1. If the atmospheric pressure is 101.3 kPa and the absolute pressure at the bottom of the tank as…
A: as per our guidelines we are supposed to answer only one question. Kindly repost other questions as…
Q: You are strip cruising with 1 chain wide strips and the total length of your strips is 100 chains,…
A: step 1-
Q: For the beam shown, calculate the reactions. Calculate the moment at point C. Also, calculate the…
A: Given data in question Simply supported beam UDL Point load To find out Reactions Moment at C…
Q: Example 10.3 9, eight in number and are hand driven. Estimate the safe inclined load as shown in…
A:
Q: Two parallel tangents have directions of due east and are 200m. apart, are connected by a reversed…
A: Solution- The free body diagram is shown below,
Q: Which object has more momentum: a car traveling at a speed of 10 km/hr or a baseball pitched at 150…
A:
Q: -4 ft- -4 ft |C В 6 ft Determine the shear force at point b using method of section if w = 47.1lb/ft…
A:
Q: The angular velocity of the disk is defined by ω = (5t2 + 2) rad/s, where t is in seconds. Determine…
A: Given: Angular velocity= (5t^2+2) rad/s Radius, r= 0.8 m
Q: Q: Select duct sizes for the rectangular duct system shown in the Figure, using the equal friction…
A:
Q: IC -1.5 m--1.5 m--1.5 m Prob. F7-4
A:
Q: Example 10.3 0, eight in number and are hand driven. Estimate the safe inclined load as shown in…
A:
Q: Activity Duration (day) Depends on В С В A 3 C A 4 G E 3 С, D None E, F A 5 E. OFAHD
A:
Q: 24,00,000 litres of water passes through a sedimentation tank which has rate of flow 300 cubic meter…
A:
Q: Wnat is the relevance of wood as a construction material in an age that mostly use concrete, iron,…
A: Given : Building materials To find: Relevance of wood as construction material
Q: Four wheel loads rolls as a unit across a 17-m span. The loads are 40 kN, 40 kN, 20 kN, and 10 kN…
A: First we will calculate the free body diagram. Then we will draw the positive ILD diagram. With the…
Q: The center height of the road at sta. 7 + 110 is 2 m. fill while at sta. 7 + 160 it is 1.2 m. cut.…
A:
Q: A small water impoundment for irrigation has a total area of 2,500 m2 with an average depth of 3m.…
A: Given: Total irrigation area= 2500m2, Average depth = 3m, Evapotranspiration rate = 5mm/day = 0.005…
Q: For the frame shown, the Moment Distribution Method (a) to determine the reactions and (b)to draw…
A:
Q: A truck with axle loads of 20 kN and 60 kN on a wheel base of 5 m rolls across a 12-m span. Compute…
A:
Q: y Given: The shaded area as shown in the figure. 100 mm--100 mm- 150 mm Find: The moment of inertia…
A: step 1-
Q: Given the Truss as shown below with load P, = 2X N and P2 = 3X N. Using Method of Joints, determine…
A:
Q: Design members AB, AC and joint A of a roof truss as shown in Fig. Ex. 15.1, IOr ule following data:…
A:
Q: W = 5, P=40 1. Draw the influence line of the beam shown below for a uniform load of w kN/m for the…
A:
Q: time in minutes to remove half of the volume contained through the orifice b. time in seconds to…
A: Coefficient of discharge: - It is defined as the ratio of actual flow from nozzle to theoretical…
Q: 582. Find the cross-sectional dimensions of the smallest square am which can be loaded as shown in…
A: We will take maximum of two values for safer section.
Q: At a certain interest rate compounded quarterly, 1000 will amount to 4500 in 15 years. What is the…
A: To find the amount in 10 years
Q: Suppose that a1.69 m and bs13 m. (Egute D Part A Determine the moment of inertia for the shaded area…
A: Given:- A shaded area is given with equation y = x1/2 The value of a = 1.69 m The value of b = 1.3…
Q: For the following beams and loads given, select stirrup spacings if normal weight concrete of 4000…
A: # 3 bars means, dia of bar = 0.375inch
Q: 7-5. The pliers are used to grip the tube at B. If a force of 20 lb is applied to the handles,…
A:
Q: wheel loads rolls as a 12-m span. The N; B = 25 kN, 2 mt
A: Given:- A=15kN B=25kN C=50kN To find:- maximum shearing force
Q: Determine the x- and y-coordinates of the centroid of the shaded area. Input values in two (2)…
A:
Q: use method off section compute the reaction at B? (Bv and Bh) What is the force in member CD and FG
A: Consider the figure,
Q: height of the tower if the absorption coefficient data are:
A: If the compositions of the gas are given as per cent by volume, at the bottom of the tower are…
Q: A concrete beam of rectangular cross-section of size 120 mm (width) and 200 mm (depth) is…
A: Given data in question Eccentricity from centroidal axis Load Dimensions of beam To find out…
Q: 12-35. The drainage canal has a downward slope of 0.003. If its bottom and sides have weed growth,…
A:
Q: How did you get FB=6072N? Because I am getting 5643.4N
A: Data Available Asked: Reactions FA and FB
Q: A truck load with axle loads of 40kN and 60 kN on a wheel base of 5m rolls across a 12-m simply…
A:
Q: Determine the horizontal and vertical 1.8 kN 1.8 kN 2.7 kN 2.7 kN reactions at the connections A and…
A:
Q: Using Centroid by Integration, determine the x- and y-coordinates of the centroid of the shaded…
A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…
Q: Design a bored pile carrying a compressive load of 1000 kN and a moment of 50 kNm. Use M25 mix and…
A:
Q: Two distance 200 m and 298 m are measured from tacheometer instrument and corresponding staff…
A:
Q: The compound beam below consists of beam AC pin-connected to beam CB using plates bolted on each…
A: w = 2k/ft P = 16k Note : Post 2nd question separately.
Q: A certain soil has c ′ = 12 kPa and ∅ ′ = 32° . The major and minor total principal stresses at a…
A: Given: c' = 12KPa, ∅ ′ = 32°, major principal stress= 348KPa minor total principal stress = 160 KPa
Q: Using Centroid by Composite Shapes, determine the x- and y-coordinates of the centroid of the shaded…
A: To find centroid of shaded area
Q: SITUATION 2: A 30 m tape measured a 412 m distance at a temperature of 520C. The tape is of a…
A: Length of tape, distance measured, standard temperature, temperature during measurement have been…
Q: Three equal wheel loads of 30 kN each, separated by 2 m between each load, roll as a unit across a…
A: A moving load is acting of bridge span and it has been asked to determine maximum bending moment.…
Trending now
This is a popular solution!
Step by step
Solved in 5 steps
- Problem 3.0 Given: Weld フリュー PL ½ x 6 A36 steel 1= 1/2" Required: block shear strength of the gusset plate.Compute the available block shear strength of the gusset plate and design tension strength. 2 in A- B- D 3 in El F. 2 in 0.375 in 0.375 in 2 in 3 in 3 in 2 in (not to scale) Section properties Material properties plate width = 7 in ASTM A36 steel plates plate thickness =/s in F, = 36 ksi %3D standard hole size F,= 58 ksiDetermine the maximum factored LRFD tensile force capacity in tension only (no block shear). The angle is ASTM A36 steel. X = 0.7 Y = 3.8 Z=1/2 Round your answer to 2 decimal places. Your Answer: Incorrect The answer is 77.15 ± 1%. 1/2" X" bolts 1½" Gusset plate -L3 X 3 X Z Tu I
- 1. The tension member shown in Figure 3.4-2 is a PL 58 x 10, and the steel is A36. The bolts are 3/4-inch in diameter. a. Draw the different potential failure lines. b. Compute the effective net area. 22" 2½" 2" 4 3" *₁ 3" ✓ 2" 2. A double-channel shape, 2C10 x 20 steel, Fy = 50 ksi and Fu = 70 ksi, is used for a built-up tension member as shown in the figure. The holes are for 12-inch-diameter bolts. PNA a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. YD Shape A 2" 2" -X Area, Depth, d | 3²²-|-1 3²² | 00 "There is no elevator to success, you have to take the stairs." - Zig Ziglar God bless. Ⓒ O O O Web Thickness, tw in. in. O 4" C10-30 x25 x20 5.87 10.0 10 0.379 % x15.3 4.48 10.0 10 0.240 4 4" Table 1-5 C-Shapes Dimensions Flange Width, b₁ 2 in. in. in.2 in. C15x50 14.7 15.0 15 0.716 1168 3.72 3% 0.650 % x40 11.8 15.0 15 0.520 x33.9 10.0 15.0 15 0.400 % 14 3.52 32 0.650 % %/16 3.40 3% 0.650 % C12-30 8.81 12.0 12 0.510 4 3.17 3% x25 7.34 12.0 12…I Example 2 W SECTION The hanger below (front view and side view) supports a 5000 N partition wall. Calculate the normal stress in the angles if they are 76 x 76 mm with a thickness of 9.5 mm. Calculate the shear stress in the bolts, the bearing stress on the gusset plate and on the angles. PL120X10 220 A325M BOLTS 2- L76x76x9.5 T, O O O OSix rivets are used in the connection shown in the figure. If both P=50KN, what is the minimum diameter rivet is necessary so as not exceed the 70MPa allow shearing stress? What thickness of plate is required so as not exceed a bearing stress of 140MPA? p= 50 80 mm 80 mm 100 mm
- 3. 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 30mmThe given plate below with width of 200 mm andthickness of 16 mm is to be connected to two plates ofthe same width with half the thickness by 20 mmdiameter rivets as shown. The rivet hole is 2 mm greaterthan the rivet diameter. Allowable tensile stress on netarea is 0.6Fy. Allowable bearing stress is 1.35Fy. Use a501 plate and a502 gr2 rivet a. Determine maximum load P without exceeding allowable tensile stress on plate b. Determine maximum load P without exceeding allowable shear stress on rivets c. Determine maximum load P without exceeding allowable bearing stress between plates and rivetsMaterial Strengths: Fy = 248 MPa, F = 400 MPa For the two lines of bolt holes, the pitch is the value that will give a net area DEFG equal to the one along ABC. The diameter of the holes is 22 mm. The thickness of the plate is 12 mm. Determine the LRFD design tensile strength based on yielding on gross area. D A to 50 1 ÓB 50 50 ic O 410 kN O 464 kN O 446 kN O 401 KN F IG Pitch Pitch KISS|Y
- ZAO O "l zain IQ YA docs.google.com/forms 10/.. find the shear stress in bolts 2 3 1. 5 4 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 110 MPa. 127 MPa. 509 MPa no one 0/10 find the tensile stress in upper plate in section 1-1 (2 (5 (3 1 4) + ...Plate t = 8mm C230x19.9 M20 Bolts Ag = 2,530 mm? d = 229 mm T 80 tw = 5.90 mm bf = 61 mm tr = 10.5 mm F, = 345 MPa x = 15 mm F = 450 MPa 60 80 80 60 From the figure shown, which of the following most nearly gives the block shear strength? O 679,7 KN O 1.013.8 KN O 872.9 KN 691.4 KNCompute the size of fillet weld for a bracket connection with ISMB 300 column as shown in figure. Permissible shear stress in weld = 110 MPa. %3D 425 mm 100 kN 300 Single 12 mm plate 250 mm