design shear stirrups at the critical section using 2-Leg #4 bar stirrups for a simply supported beam with a clearr span of 17 feet. The loads consists of a uniformly distributed live load of 6 k/ft and a concentrated live load of 10k at the midspan. Thickness of the beam =25in, depth=23 in, width =15in . Flexural reinforement consists of 4-#9 bars. Use the accurate(long) formula for calculating the shear capacity of concrete, f'c = 4500 psi, fy=60000 psi *Draw the shear diagram

Q: Select an A992 steel for the following beams. Use Cb = 1.0 for your calculations. Check for Shear.…

A: Given data:  PL=250 lbwD=17.5 kip/ftFy=50 ksi To design the given beam, AISC code provisions can be…

Q: Compute the distance back to the channel "b"in mm. Fy = 250 MPa Using NSCP 2001, compute the axial…

A: ANSWER HAS DONE FOR THE FIRST 2 QUESTIONS 1. distance back to channel for 2 channels: Ix = Iy Iy =…

Q: Hand

A:

Q: Fom the given trusses below, determine the force in the member MN. (kN) Int: V =-20.9 kN %3D ote:…

A:

Q: For the flat plate shown in the figure below (edge beam are not used), design the hatched frame…

A: It is required to find the design moment in the middle and column strips of the hatched slab in N-S…

Q: |P D E A В -L/2 L/4→L/4→ |

A: let,RA=vertical reaction at support ARB=vertical reaction at support Busing equilibrium…

Q: snip

A: Effestive slinderness ratioλ=KLrXorKLrYmaxWhere K-length ratio , L - length of the member  and r=…

Q: Calculate the quantity of steel required for stirrups for the following beam.

A: The stirrups the member of reinforcement which in the shape of closed loop of bar.  These bar hold…

Q: 10 kN 6 kN/m 5 kN/m В 10 kN E 3 m 1.5 m--1.5 m--1.5 m-| CS CamScanner ile tarandı

A:

Q: 1) Reqd: Determine Maximum Shearing Stresses for the 3 segments and 0at C 2) F (2)Solid…

A:

Q: Check the beam shown for compliance with the AISCS. Lateral support is provided only at the ends,…

A: Load=70 Sin       =70*(4/5)       =56 KN       =12.58 kipsDead Load=30% of 12.58=3.78 kipsLive…

Q: Question 14 Beam A-B-C-D is a W360x79 with a modulus of elasticity of 200 000 MPa. It has hinge…

A:

Q: What is one of the project manager's primary responsibilities throughout the building phase?

A: Introduction: Project managers are accountable for the planning, procurement, and execution of any…

Q: Dr. Luma Fadhil hanics of Materials 2nd Class Sec.: F Draw the shear-force and bending-moment…

A:

Q: Ex: For a cantilever beam of length (L) subject to a concentrated load (P), shown in figure, Find:…

A: Introduction : A cantilever is a horizontally extending rigid structural element with just one end…

Q: the rectangular beam given in figure below has been designed for flexure; design the necessary shear…

A: It is required to determine the factored load. wu=1.2DL+1.6LL=1.240+1.625=88 kNm It is required to…

Q: Problem 4 Determine the design tensile strength Pn of the MC18x58 channel shown based on yielding…

A:

Q: 1- A simply supported beam is composed of three plates, which are fastened together using bolts that…

A:

Q: A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced…

A: The steel section used as bearing plate = W2162The yield strength of steel (fy) = 345 MPaThe…

Q: Determine the development length of the #9 bars. Is it safe?

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: 60 0 O 35 60 60 60 Situation 8. The given angle bar L125x75x10 is connected to a 12 mm qusset plate…

A: The following is the given information, L125 x 75 x 10 Thickness, t = 12 mm Bolt diameter, db = 20…

Q: Determine the foreces in the members marked by "x" in the truss loaded as shown belwo. Use method of…

A: Support reaction: ∑MA=060×4+60×8+75×12+75×20+75×24-RE×16=0RE=307.5 KN

Q: A flanged cros5 section is Used to suppaut the lcads shown on the beam on the et page. The dimen…

A: Determine the cross-sectional area and moment of inertia. The cross-sectional area of the beam is A.…

Q: Statics

A:

Q: HW The comPound shaft Shawn is attached to rigid SuPhrts, for the bronze Segment AB, the diameter is…

A: Given, Diameter of ABdb                             =75mmLength of ABLb                         =a…

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A:

Q: 4.as A cantilever AB aroth ln carries a Uniformly distabuted load, WHIM from R fErid end A to the…

A: we have above data we have to find permissible load w

Q: A rigid bar is supported by three non-rigid rods, as shown. There is no initial strain and the…

A:

Q: Determine the LFRD design strength and the ASD allowable for the WF section shown connected by 4-020…

A: Determine the LFRD design strength and the ASD allowable for the WF section shown connected by 4-Ø20…

Q: A 13 150 mm

A:

Q: -1

A:

Q: Beams 1. A simply supported beam must carry the factored ultimate loads (two 15KN point loads) shown…

A: fy = 350MPa fall = 0.9 x 350 = 315

Q: The lateral braces are as shown. Determine the nominal moment capacities of w12x62 beam section and…

A:

Q: Calculate area of tensile steel for a singly R.C. beam 230 mm x 380 mm size and factored moment 50…

A:

Q: Problem No.1: Determine the maximum and minimum theoretical effective depth "d" and corresponding…

A: Solution: Given: fc = 20.7 MPa fy = 415 MPa Span = 3.5+4+3.5=11 m Load = 15+15+(50x4)=230 kN Since…

Q: Problem NO. 2. Determine the force acting on members HI, HJ, GI. Also, the force acting on members…

A:

Q: 0:Design the steel reimforcement for flexural for the beam shown m the kN fig.below The dead load on…

A: if the size of beam is known and area of reinforcement is need to design then their is 2 cases  1-…

Q: Quiz: Design the reinforcement steel that necessary for the shear and torsion for the rectangular…

A: Solution; Given that; Live load=10 KN/m2Dead load =5 KN/m2fck=26MPafy=400 MPa

Q: 2. Given: A cover plate (3/4" x 10") is welded to one flange of a W12x45 as shown. Fy= 50 ksi The…

A: Size of plate = 3/4" x 10" W12 x 45  Fy = 50 ksi L = 22 ft or 264 in

Q: ANALY2E THE STATICALLY INDETERMINATE BEAM SHOWN BY THE METHOD DRAW SHELF AND BENDING MOMENT DIAGRAM…

A: Given: A beam with loading Required: Shear and bending moment diagram

Q: From the truss shown, design all the tension members using an unequal leg angle with a b of 127mm…

A: A36 steel  PDL = 150 kN PLL = 90 kN  PLr = 60 kN

Q: 10/.. find the shear stress in bolts 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 300…

A: It is required to determine the force on each bolt. P=ForceNumber of bolts=80 kN8=10 kN It is…

Q: Question For structure below, complete the missing loading and support data NB: If support A is a…

A: Given data:-

Q: Rigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear…

A:

Q: An existing beam section was investigated and found out the following elements: b=250mm h=450mm…

A: Breadth, b = 250 mm Height, h = 450 mm Concrete cover = 40 mm Diameter of stirrups = 10 mm Grade of…