Use A992 steel and select a W shape using LRFD. D = 350 k L = 1000 k 35' Strong axis T 10' Figure 4 15' 10' wwwwwww WWW ****** Weak axis
Q: For a design a concrete mix which is going to be used in Muğla the 28-day compressive strength of…
A: Mix design is the selection and designing of proportion of ingredients needed for producing a…
Q: For the frame in Fig. 1, Determine the reactions at the supports. El is constant. (using force…
A: The frame is given as To find:- Support reactions Concept:- The force method of consistent…
Q: A simply supported beam is carrying the following loads: Pm = 85 kN w = 24 kN/m The beam has a…
A:
Q: Two specimens of clay A and B are tested in a consolidated apparatus. If: (mv)A = 3.6 x 10-4 m²/kN…
A: To determine the ratio of KA/KB
Q: Determine the reactions at support A and D. Assume A is a pin and B is a roller 800 lb 30° -10 ft- B…
A:
Q: A truss is subjec Assume AE is constant and use virtual work mathed For deflection of truss.
A:
Q: A symmetrical parabolic arch of span 20 meters and rise 5 meters is hinged at the springing. It…
A:
Q: The average daily traffic on a stretch of road is 300 commercial vehicles per lane per day. Design…
A:
Q: The question in the subject of advanced soil mechanics, dear, answer all points, thank you A sand…
A: A sand sample- Axial stress = 200 kPa, Radial stress = 50 kPa, The specific volume before shear…
Q: Draw the V&M diagrams. Is this beam at static equilibrium? Calculate the stress due to bending at…
A:
Q: Draw the influence lines for (a) the vertical read (b) the shear at C, and (c) the moment at C.…
A:
Q: 1- A 6.5-m uniform ladder AB, with weight W, leans against a wall as shown. Assuming that the…
A:
Q: After placement, the temperature of the concrete was measured and recorded by thermal sensors during…
A: Datum Temperature of concrete mix = -50 C Find: Formwork removal time
Q: * the frame below, F = 9.7 kips, a = 6 ft, b = 5 ft, and c= 5ft Determine the magnitude of the…
A: F = 9.7 kips, a = 6 ft, b = 5 ft, and c = 5 ft To find: The magnitude of horizontal force at B
Q: Problem 6.93 The cross section is rectangular with a base of 5 in and height of 8 in. A force of P =…
A: A beam at A supported by a vertical hinge and at B, the reaction developed is uniformly distributed…
Q: 11. The rectangular plate is made up of 1-ft squares as Shown. A 30-lb force is applied at point A…
A:
Q: From the truss shown, design all the tension members using an unequal leg angle with a b of 127mm…
A:
Q: A circular barrel, 19 KN in weight, was used to separate water from glycerin as shown below. Both…
A: Barrel weight = 19kN , Specific Gravity of Glycerin = 1.56 Therefore, γgly= 1.56 × γw where…
Q: determine the end moments of the beam shown in Figure 11.9a. Assume support B settles 1.5 in, and…
A:
Q: 3/ Determine the force in each member of the truss and state if the members are in tension or…
A:
Q: 2. A concrete column and cantilever beam as shown P lm The known loads: = 600 kN Pp PL = 400 KN fc'…
A: Given; PD = 600 KN PL = 400 KN fc' = 30 Mpa fy = 420 Mpa
Q: USE THREE MOMENT EQUATION
A: ##Using three MOMENT equations, calculation of end moments of beam given###
Q: 4 years R = 30 cm² Jes (P₂ of Vain fall=130cm, Area = 2500km 2 Find AS
A: Rainfall(P) = 130 cm Runoff(R) = 30 cm3/sec Period = 4 years Area = 500 Km2
Q: Terminal Velocity 3. Given: Atmospheric pressure = 101.3 kPA Air density = 1.20 kg/cubic meter Size…
A: Atmospheric pressure =101.3kpA , Air Density = 1.20kg/cubic meter Size of rain droplet = 0.6mm ,…
Q: 9-6 Find the deflection at point C for the beam. The loads F₂=9kN, q=15kN/m; and the moment of…
A: FBD: Fp=9 kN q=15 kN/m I=1660 cm4 E=2.1×105 MPa
Q: In a ready mixed concrete plant, 28 days compressive strength results of 16-cylinder specimens were…
A: specimen Compressive strength Deviation (X-X) X = 33.375 Squared Deviation 1 36 2.625 6.89 2 36…
Q: The cross section of a gravity dam is given below. The normal operating level of the reservoir is 50…
A: Given; Normal operating level of the reservoir = 50 m The maximum level = 55 m The friction…
Q: An eight-lane freeway section is designed to have a lane width of 12 ft, right-side shoulder width…
A: Given; Lane width = 12 ft. Right-side shoulder width = 3 ft. and 3 ramps over a 2- mile- long…
Q: Problem 4. A small community with a population of 25,200 is seeking your services as a consulting…
A: MPN100 = No. of +ve tubes×100ml of sample in -ve tube×ml of sample in all tubeNo. of +ve tube =…
Q: 1 d oh F₁=3 kN en F₂-2kN f m
A:
Q: The taped distance of a line is 86.67 meters using a 100 m. steel tape at a pull of 20 kg and…
A: Taped Distance of a line, Measured Length L = 86.67m , Designated length of steel tape ,l=100m…
Q: -X 3 kips 4 3 Y Y -X
A: given- slope= 4/3 f= 3kips Concept- by finding x component and y component- Fx= F cosθFy= F sinθ…
Q: A ball moving on a smooth horizontal table hits a rough vertical wall, the coefficient of…
A: Give data Ball is moving on the smooth surface. Assume initial velocity of ball = u And Hits to…
Q: Calculate the plastic modulus Sx of the section shown below. All dimensions are in mm. Note: The…
A: Determine the plastic modulus Sx of the section.
Q: Water flows at 150 ft³/s down a rectangular channel made of finished concrete. The channel has a…
A: Water flow=150ft3/sec Channel width=10ft Downward slope = 0.0002 manning's constant n=0.0012 Water…
Q: Two blocks are joined by an inextensible cable as shown. If the system is released from rest,…
A:
Q: A cylinder contains 12.5 ft³ of air at 120 °F and 40 psia. The air is then compressed to 2.50 ft³.…
A: A cylinder contains 12.5 ft3 of air at 120 oF and 40 psia. Th air is then compressed to 2.50 ft3.
Q: What are comm
A: A hydric soil is defined as a soil, in its undrained condition,is saturated, flooded, or ponded long…
Q: A square box beam is made of two 20X80-mm planks and two 20X120-mm planks nailed together as shown.…
A: A square box beam is made of 80 x120 mm s=50 mm allowable shearing force= 300N As the maximum…
Q: 3) Use the method of joints to find the force in each member of the truss shown below in Fig 5.3 A B…
A: Determine the force in each member of the truss using Method of Joints.
Q: A driver is traveling 70 mi/hr on a road with a -2% downgrade. The driver's vehicle has a braking…
A: speed V = 70 mi/hr Grade G = -2% braking efficiency = 90% Stopping sight distance = 500 ft lateral…
Q: A ball moving on a smooth horizontal table hits a rough vertical wall, the coefficient of…
A:
Q: Suggest two possible solutions to the danger of floods that threaten the town.
A: The floods can can be threatening to the town if not managed properly. It can cause damage to both…
Q: During a flood the water surface at a section in a river was found to increase at a rate of 11.2…
A: Rate of change of flood = 11.2 cm/h Slope of the river = 1/3600 Normal discharge = 160 m3/s Velocity…
Q: DRAW SHear and moment DIAGRAM 32 KN 10 kN/m MA -2m 5m 12 kN/m 7m Pant 2m
A: A is at Pin support B is at roller support C at end support (point load) - Vertical forces = 0 Ra +…
Q: Given the Following information for a compound curve Leads with short curve I= 105°58'12" = 2,641.08…
A: Find: Length of long curve
Q: The average daily traffic on a stretch of road is 300 commercial vehicles per lane per day. Design…
A: Average daily traffic ADF=300 vehicles per lane per day. Time durations n=10 years. Vehicle damage…
Q: arce summation diagram and indicate whether eac SK
A:
Q: The objective of this experiment is to determine the channel bed slope by measuring the variation of…
A:
Q: A two spans continuous concrete beam is to be supported by three concrete columns spaced (7.0 m) on…
A: 2 span continuous concrete beam each of span 7m LL = 25 kN/m b = 300 mm h = 500 mm f'c = 28 MPa fy =…
Trending now
This is a popular solution!
Step by step
Solved in 3 steps
- USE WIDE FLANGE SECTION: W14x68Given the truss shown, solve the following. Use A36 steel and assume there are two lines of three 19 mm bolts in each flange. Hole diameter is assumed to be three mm more than the bolt diameter. Neglect the weight of the section. a.What is the capacity of member CG? b. Design member CG using a W section. c. What is the tensile capacity of the section for CG based on gross area?A W14 x 99 of A992 steel is used as a beam with lateral support at 10 foot intervals. Assume that Cb= 1.0 and calculate the bending strength. Use LRFD.
- 1. An unsymmetrical flexural member consists of a 70 × 600 topflange, a 70 x 400 bottom flange, and a 12 × 180 web.a, Determine the Section Modulus.b. Determine the distance from the top of the shape to the horizontalplastic neutral axis.c. If A572 Grade 50 steel is used, what is the plastic moment MPy forthe horizontal plastic neutral axis?Check whether the beam section whose loading condition, cross section and dimensions are given in the figure is sufficient please pay Also draw the shear stress diagram of the section next to the section. (σem=1200N/cm2 ; τem =120N/cm2)Determine the nominal tensile strength of the single angle. Consider 7/8" diameter bolt and A242 steel with Fy = 50 ksi and Fu = 70 ksi. L6x6x3/4 d = 6 in. b = 6 in. t = 0.75 in. k = 1.25 in. wt./ft. = 28.8 plf. A = 8.46 in.^2 x = 1.77 in.
- 13.A rectangular beam has b = 300 mm and d = 410 mm. The beam is used to carry a factored moment of 20 kN-m. Assume f'c = 28 MPa and fy = 280 MPa. Calculate the required steel area in mm2. Express your answer in nearest whole numberThe dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm. Using f’c = 28 MPa, long bar fy = 415 MPa, calculate the required amount of tensile reinforcement so that a tensile strain of 0.005 is attained under a sustained ultimate bending moment of 1,200 kN.m. Compression bars centroid is 70 mm from beam edge. 6,180 3,839 4,387 5.353What is the midspan value of EI δ for the beam loaded as shown? Draw fbd.
- Determine the shear strength for a built-up I shape made up of A709 Gr HPS 70W steel. Flanges: PL 18”x 1.5” Web: PL 36”x 5/8” UnstiffenedDraw the strength line diagram of a 300mm square RC column section reinforced with 4N16 bars on all sides. Take f'c = 40MPa. Don't copy pasteTwo L6 x 3½ x 1/2 steel angles, put long sides back to back, form a column. The column is pin connected at the base and top, and is 28 ft. high. Determine the critical buckling load, Pcr, with E = 29 x 103 ksi. (You need Ix and Iy. There is some symmetry to locate the centroid, but you need to know the x ’s. These can be found in the text reference tables.)