(a) Check if the given connection follows the code provisions on spacing and edge distan limits. (b) Determine the maximum allowable service tensile load that the member is allowed to
Q: Compound axial member ABC has a uniform diameter of d 2.6 in. Segment (1) is an aluminum [E1= 10,000...
A: Given data. diameter=2.6 in E1=10000 KsiE2= 17000 KsiL1=70 inL2=130 in we have to Determine the forc...
Q: Introduction to Projections: Please answer with TRUE or FALSE. 1. Is it possible that a segment will...
A: 1. Is it possible that a segment will appear in Point View in two consecutive reference planes? Fal...
Q: 1. Why do you think there is a need to agitate the aggregates inside the cylinder mold by rodding?
A: tests are done on aggregate so we can have information whether they are fit for use or not . Note ...
Q: Would it be wise to use slab-on-grade floors for houses built on permafrost? Explain.
A: People's lives can be affected by permafrost. This could cause harm to structures and vehicles whene...
Q: From the beam shown below: Compute for the Reactions, Draw the Beam and Draw the Shear and Moment Di...
A:
Q: S AREA MEASUREMENTS N W E AREA BY DOUBLE MERIDIAN DISTANCE (DMD) Problem 1: In the tabulation are gi...
A:
Q: 5. A building design has spiral reinforced concrete column 9 meters high with a general cross sectio...
A:
Q: O WRITE NEATLY. KINDLY ER WITHIN 2 H RS FOR AN
A: Tan θ=σ2 θ= tan-13 θ=71.56° joint A ∑Fx =0P = 250 kn FAB Si...
Q: Reaction at support 'B' of the structure shown is P.C B. L.
A:
Q: The solid cylinders AB and BC are bonded together at B and are attached to fixed supports at A andC....
A:
Q: A bar having a radius equal to 0.375 inches is subjected to different torques along its span as show...
A:
Q: right solutions with clear calculations. Carefull with given values
A:
Q: An ascending grade of 4.9% intersects another grade at STA 12+598 whose elevation is 500m. The chang...
A:
Q: Differentiate significance of the study and the value of t
A: The study's significance is a written statement that explains why your research was necessary. It ju...
Q: Use the conjugate beam method to determine the slope at point A and the deflection at point Cof the ...
A: Given: Beam with point loads Conjugate beam is to be drawn E = 200 GPa I = 1080 *10^6 mm^4, 2I = 208...
Q: Diagram of the problem, necessary formulas, clearance and numerical solution What cross section mus...
A:
Q: 1. Which of the following gives the moment at the built-in of the continuous beam? a. -5825 N.m b...
A:
Q: What will be the strength of 20 mm diameter bolt of grade 4.6 (in kN) for the double cover butt join...
A:
Q: Determine the design tensile strength of plate (200 x8 mm) connected to 10-mm thick gusset using 20 ...
A: Given, Yield stress of the plate fy=250 N/mm2 d=20 mm Diameter of the hole do=20+1=21 mm Ultimate t...
Q: A soil specimen has an angle of shearing resistance of 28° and cohesion of 31kPa. The shearing stres...
A:
Q: What are specific applications of engineering drawing for your discipline?
A: Engineering drawing gives information about the geometric features of any structure. It is very help...
Q: Principle of Reinforced/ Pre-stressed Concrete Problem: You are task to design a rectangular section...
A: Mu=328 kN.mb=300 mmD= 500 mmfy=420 MPafc=34 MPaAssuming effective cover =50 mmd=500 - 50 =450 mm
Q: Calculate the evaporation rate from an open water source, if the net radiation is 300 W/m and the ai...
A:
Q: Given data : Force=3 N Work done=18 Joule Determine displacement
A: Given : Force F = 3N Work W=18 J To Detemine : Displacement D
Q: What is the max shear stress on a shaft under a torque of T = 54.167 lb-ft having a diameter of 0.75...
A: To determine the maximum shear stress on shaft subjected to torque. Given, Torque (T) = 54.167 lb-...
Q: Consult different sources on wastewater treatment plant used in the civil engineering industry, expl...
A: A wastewater treatment plant is a facility in which a combination of various processes (e.g., physic...
Q: ple shear stress FT = 207 MPa. Use A36 steel with yield strength Fy = 248 MPa and a minimum tens h F...
A: According to given data A butt joint is bolted using A325 bolts with a diameter of 22mm, with threa...
Q: 1. Using a conservation momentum equation, show that the force on the hemispherical vane is twice th...
A: Momentum conservation equation: The quantity called momentum that characterizes motion in an isolat...
Q: 2. A wastewater treatment plant disposes of its effluents into a stream at a point A. Characteristic...
A:
Q: Similar to the process of deriving the DENSITY, (1 + w)G,pw p = 1 + e
A:
Q: The motor A delivers a torque of 50 N-m to the shaft AB. This torque is transmitted to shaft CD usin...
A:
Q: = 14581 mm2 Lp = 2.799 m d = 269.24 mm Lr = ...
A:
Q: Determine the theoretical nominal moment capacity of the beam shown if fy = 420 MPa and fc' = 28 MPa...
A:
Q: From the figure below, a shaft consists of different sections. Bar (a) is a hollow bar and has an ou...
A:
Q: A fixed end beam is subjected to a concentrated load (P) as shown in figure. The beam has two differ...
A:
Q: Given data : Force=3 N Work done=18 Joule Determine displacement
A: This question is related with mechanics . In this question we are provided with value of applied for...
Q: Determine the theoretical nominal moment capacity of the beam shown if fy = 420 MPa and fc' = 28 MPa...
A:
Q: stablish the shear and moment equation and diagram of the loaded beam shown. Consider the Left body ...
A:
Q: An I-section bracket is connected to the column as shown. The size of weld is 6 mm on web and 10 mm ...
A:
Q: From the beam shown below: Compute for the Reactions, Draw the Beam and Draw the Shear and Moment Di...
A: We will write equation for shear and bending moment.
Q: No. Page Exercise 3-1. A ground soil profile is shown below. find the vertical pressure and plot the...
A:
Q: A square group of 25 piles extends between depths of 2 m and 12 m in a deposit of 20 m thick stiff c...
A:
Q: Describe FOOTINGS ON OR NEAR SLOPES
A: The foundation is indeed the building's base. The foundation bears the weight of the structure and d...
Q: Cars A and B approached each other on a straight road from points 460 m apart. A has an initial spe...
A:
Q: Mass=2 kg Velocity=3 m/s Determine kinetic energy
A: Given data- Mass (m) = 2 kg Velocity (V) = 3m/s
Q: Determine the reactions for the given figure below using. Use E = 200 GPa and I = 210 x 10° mm4 Use ...
A:
Q: The Property segments that can be defined with Define include: Rectangle and Round staad pro O True ...
A: Given data: Staad pro commands.
Q: QUESTION 2 The figure below shows a warren girder consisting of seven members each of 3m length free...
A: Solution: Taking moment about A and equating the same RDx6=2×1.5+4×4.5=21RD=21/6=3.5 kNRA=2+4-3.5R=2...
Q: determine the maximum load Pu that the system below can carry.
A: The values and given in the question are as follows Yield stress of steel A-50 (E)=50000 psi
Q: 2. As shown in the figure, a round viewing window with a diameter of 0.90m in a large tank of seawat...
A:
Step by step
Solved in 3 steps
- 5) Calculate P the allowable tensile load for the butt joint shown. Each A325-N high-strength bolt has a diameter of 0.9 inches. The plates are made of ASTM A36 steel. If the applied load is 200 kips, is this connection adequate? If not, what needs to be changed so that this connection can handle an applied load of 200 kips? P- ФФ P ! 12"x " P. P.Consider the tension member shown below. The channel is made of ASTM A572 (Fy = 50 ksi; Fu = 65 ksi), and is connected to a 3/8-inch thick gusset plate made of ASTM A36 steel (Fy = 36 ksi; Fu = 58 ksi). The bolts are 7/8 inch in diameter, made of ASTM A307 bolts. The bolted connection is bearing-type. (a) Check if the given connection follows the code provisions on spacing and edge distance limits. (b) Determine the maximum allowable service tensile load that the member is allowed to carry. Consider all applicable limit states for tension member and connection. Consider only block shear and bearing limit state for gusset plate. Use ASD specifications. use AISC book (3decimals) PLEASEEE.Consider the tension member shown below. The channel is made of ASTM A572 (Fy = 50 ksi; Fu = 65 ksi), and is connected to a 3/8-inch thick gusset plate made of ASTM A36 steel (Fy = 36 ksi; Fu = 58 ksi). The bolts are 7/8 inch in diameter, made of ASTM A307 bolts. The bolted connection is bearing-type. (a) Check if the given connection follows the code provisions on spacing and edge distance limits. (b) Determine the maximum allowable service tensile load that the member is allowed to carry. Consider all applicable limit states for tension member and connection. Consider only block shear and bearing limit state for gusset plate. Use LRFD specifications. use AISC book
- In the figure shown, the bolts are 3/4-inch in diameter, and A36 steel is used for all components. Considering both the tension member and the gusset plate, compute the following: Note: Limit the failure path to U-shape 3 a. Design block shear strength of the connection 2" b. Allowable block shear strength of the connection5. Find the allowable strength of the welded connection with a minimum throat size shown below. Base metal: S275 Fy = 275N/mm² Fu = 430N/mm² Weld metal tensile strength: Fe = 480N/mm² [all dimensions are in mm] -10mm thick gusset plate 150 125 125 -10mm thick gusset plate 125 VIEW A-A a 125 -PL 150x12 PL 150x12 -PL 150x12 AThe connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear plane. No slip is permitted. Both the tension member and the gusset plate are A36 steel. These bolts have not been added to distribute loads in the filler and two fillers are used. Use LRFD for solution. What is the design strength for bolt shear/bearing in kip? Express your answer in two decimal places. 1/2" thick Gusset Plate 3/8" thick 2" 3" 2" 2" 3" 3"
- For the splice connection shown in the figure, Compute the design strength based on shear and bearing. (Use LRFD) The plates are PL 12" x 7" steel ASTM A36 (Fy = 36 ksi, Fu = 58 ksi) and the bolts are 7/8-in. diameter A325 (Fnu = 68 ksi) in standard holes. P₁4 in 3 in 3 in 3 in 3 in 3 in -in bolts 3 in 6 in + Pu P 12 inThe connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear plane. No slip is permitted. Both the tension member and the gusset plate are A36 steel. These bolts have not been added to distribute loads in the filler and two fillers are used. Use LRFD for solution. What is the design strength for tension on gross area in kip? Express your answer in two decimal places. 1/2" thick Gusset Plate 3/8" thick 2" 3" 2" 2" 3" 3" 2" P.The bolted connection shown in Figures is connected with 3/4-in-diameter bolts in standard holes. The plate material is A36 steel. By using strength level design (LRFD), find the available tensile strength of the plates. u=0.80 14" 22" (3)-1" bolts %" plate
- 3.5-3 In the connection shown in Figure P3.5-3, the bolts are 4-inch in diameter, and A36 steel is used for all components. Consider both the tension mem- ber and the gusset plate and compute the following: a. the design block shear strength of the comnection b. the allowable block shear strength of the connection http://www.jamarana.com 12" -34 1/2" www.jan 3/2" t = 3/8 2/2" t = 7/16 FIGURE P3.5-36) The connection shown in the figure uses 20mm diameter A325 bolts. The tension member is A36 steel (Fy = 248 MPa, Fu = 400 MPa) and the gusset plate is A572 steel (Fy=290 MPa, Fu = 415 MPa). Determine the design strength of the connection (in kN) considering block shear rupture. 37.5 mm 75 mm 37.5 mm 9 mm gusset P 12 mm x 150 mm 37.5 mm 75 mm 37.5 mm1. A riveted lap joint is shown in the figure below. The rivets used are A502, Grade 2, hot-driven with diameter of 16mm. The steel is ASTM A501, 200mm wide and 10mm thick. Determine the safe value of P in all possible modes of failure and the allowable and ultimate value of P that the connection can resist. Use NSCP 2015 200 mam 110 mm P' 10 mm