5.14-3 Design a base plate for a W12 X 87 column supporting a service dead load of 65 kips and a service live load of 195 kips. The support will be a 16-inch X 16-inch concrete pier. Use A36 steel and f = 3.5 ksi. a. Use LRFD. b. Use ASD.
Q: A liquid whose specific gravity is 2.0, is flowing in a 50mm diameter pipe. The total head at a…
A:
Q: concrete floor slab 100 mm thick is cast monolithic with concrete beams 2.0 m on centers. The beams…
A:
Q: Calculate the nominal shear strength (kN) of 4-legged stirrups 10-mm-diameter, spaced at 200 mm on…
A:
Q: he answer should have at least 2 decimal places. olve in metric units. Use the following factors in…
A:
Q: SITUATION. A soil in its natural state has a moisture content of 30% and a unit weight of 16 kN/m3.…
A: This question is related to the Soil Mechanics from Soil Properties.
Q: monolithic floor framing plan is shown in the figure. The columns are 300 mm square, girders are…
A: Self weight of slab = 25* slab thickness
Q: A 480-mm-diameter, non-slender, spiral column is symmetrically reinforced with 10-20 mm vertical…
A: Steel reinforcement = 10 bars of 20 mm diameter axial live load = 977 kN f'c = 24 MPa fy = 280 Mpa
Q: two span beam subjected to shear and flexure only is reinforced as follows: Section @ midspan @…
A: Given, Stirrup diameter =10 mm Concrete compressive strengthfc=21 MPa Steel rebarfy=415 MPa Steel…
Q: two span beam subjected to shear and flexure only is reinforced as follows: Given: Stirrup…
A:
Q: Determine the value of porosity if void ratio is 0.262
A: The given question is related with geotechnical engineering . In this question we are provided with…
Q: A type of thermoplastic lane marking design to aid and provide motorist with visual, audio and…
A: Answer:- Rumble Strips Rumble strips which are also known as the sleeper lines or the alert strips…
Q: SITUATION. An object having a specific gravity of 0.60 floats in a liquid having a specific gravity…
A: The given problem is based on the buoyancy and floatation concept. Buoyancy force = weight of…
Q: A two span beam subjected to shear and flexure only is reinforced as follows: @ FACE OF SUPPORTS…
A: Given data, Sttirup diameter = 10 mm Concrete = 21 MPa Steel bar = 415 MPa Beam size = 270 mm ×…
Q: There are two barrels, one containing 40 gallons of wine and 60 gallons of water, the other…
A:
Q: Given: f'c= 24 mpa fy= 280 mpa A 420-mm-diameter, non-slender, spiral column is symmetrically…
A:
Q: The measured lapse rate at a given location was 3.8 °F per 1000 ft, and the surface temperature was…
A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…
Q: A catchment area of 60 ha has a run off coefficient of 0.40. If a storm of intensity 3 cm/h and…
A: Given data: A catchment area, A = 60 ha A turn off coefficient, k = 0.4 A storm of intensity, P = 3…
Q: H / The beam shown below has across seclion of channel Shape with widhth 360mm and haghs h= loomm,…
A: Web thickness = 14mm Width of the beam = 360mm Height of the section = 100mm Unifrom loading =…
Q: a 420 mm diameter, non slender, spiral column is symmetrically reinforced with 12-16mm vertical…
A:
Q: Design a circular slab for a room 5 m in diameter (effective) with simply supported edge. Total…
A:
Q: A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…
A:
Q: A 410-mm-diameter, non-slender, spiral column is symmetrically reinforced with 8-20 mm vertical…
A: Calculate design strength of column
Q: 3. For the figure below use the Theorem of Pappus to determine: a) the volume of the figure, and b)…
A: Answer:-
Q: Refer to Fig. STA-002. Determine the torque (kN-m) at D W 8 kN/m P =40KN 2.5m 0. 3m Fig. STA-002 O…
A:
Q: Calculate the nominal shear strength (kN) of 4-legged stirrups 10-mm-diameter, spaced at 270 mm on…
A: Using the equation prescribed by ACI-318. THE nominal shear strength of stirrups can be obtained.
Q: COURSE ADJ LAT ADJ DEP АВ +380.36 +5.52 ВС +228.48 -466.46 CD -624.13 -303.15 DE -297.25 +293.76 EF…
A:
Q: Bar AB rotates as shown with an angular velocity equal to 10 rad/s. Assume AB ha a length of 500mm…
A:
Q: A barrier island is a large sand body. Consider a barrier island that averages 3 miles wide, 10…
A: given- Barrier island-width B=3 milesLength L=10 milesThickness T=30 feetporosity n=25%
Q: DETERMINE THE AVERAGE PUNCHING SHEAR STRESS THE CIRCULAR SHAFT CREATES IN THE METAL PLATE THROUGH…
A:
Q: the ties assumng Q2: Design a round spiral column to support an axial dead load Po of 240 k and an…
A:
Q: Design a square footing L x L m² at a depth 'D' to carry a vertical permanent load of Gk from the…
A: We need to design a square footing L×L which depth is D.
Q: A 3-m high cantilever retaining wall is acted on by an active force that varies uniformly from 3 KNm…
A:
Q: 0.2 Draw the shear and moment diagrams for beams shown in figure.
A: Shear Force Diagram (SFD): Shear Force Diagram is a diagram that depicts the fluctuation of shear…
Q: A WATER TANK IS 8m IN DIAMETER AND 15m HIGH. IF THE TANK IS TO BE HALF FILLED, DETERMINE THE MINIMUM…
A:
Q: Refer to Fig. STA-002. Determine the moment in (kN-m) at D. W = 8 kN/m P =40KN 2.5m 0.3m Fig.…
A:
Q: A pipe of 100m length and 200 mm diameter and friction factor 0.015 is to be replaced by a 400 mm…
A:
Q: SITUATION. At a certain elevation above sea level, a mercury barometer reads 700 mm. What is the…
A: Reading of mercury barometer at height h = 700 mm Air weight = 12 N/m3 Height above sea level can…
Q: 410-mm diameter, non-slender, spiral column is symmetrically reinforced with 12-20 mm vertical bars.…
A: Calculate the design strength (kN) of the column
Q: . A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…
A:
Q: Determine the maximum value of P (kN) without exceeding stress
A:
Q: flexure only is reinforced as follows: SECTION: TOP BARS @ MIDSPAN: 2-⌀20mm @ FACE OF SUPPORTS:…
A:
Q: a two span beam subject to shear and flexure only is reinforced as follows: Section: TOP BARS @…
A: T = Cc + Cs fy = 415MPa fc = 21MPa dc (effective cover) = 30mm {assuming} d' (cover at top) = 20mm d…
Q: A flow meter reads 23532 gal on June 1 and 6040872 gal on July 1. What is the average daily flow in…
A:
Q: Refer to Fig. TOS-OM-07. For the indeterminate beam shown, assume El = constant, solve for the…
A: Using moment Distribution method
Q: In a geometric design of a railway track, the maximum gradient to which the track may be laid in a…
A: The geometric design of a railway track covers all of the criteria that influence or impact the…
Q: A curve having tangents of UV and VW intersects at point V. UV and VW has an azimuth (from south) of…
A: Solution Deflection Angle, I = 2150 - 1650 = 500
Q: two span beam subjected to shear and flexure only is reinforced as follows: SECTION @ MIDSPAN @…
A:
Q: SITUATION. At a certain elevation above sea level, a mercury barometer reads 700 mm. Evaluate the…
A:
Q: Find the value of normal stress if force applied is 2 N and cross sectional area 2 mm2
A: Stress is the internal resistive force offered by material against the external load applied on it.…
Q: simply supported beam is reinforced with 5-25mm at the bottom And 2-20mm at the top if the beam.…
A:
Trending now
This is a popular solution!
Step by step
Solved in 3 steps with 3 images
- A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 8-20-mm-diameter (28) longhitudinal bars equally distributed to the shorte sides of the column. Use f'c = 21 MPa and fy = 415 MPa. Calculate the required spacing of 10-mm-diameter ties, s (mm). Calculate the nominal axial strength of the column, Pn (kN). Calculate the maximum ultimate axial load the column can carry, Pu (kN)Question (1): A rectangular beam has a width b = 400 mm, and effective depth d = 850 mm and a total height h = 900 mm. The beam is subjected to an ultimate moment Mu = 1500 kN.m and an ultimate shear force Vu = 700 kN. 1- ) Design the beam for flexure to calculate the required area of steel. 2-) Using stirrups Φ 10 mm ( No.10) diameter, calculate the required spacing (s) between the stirrups at the ultimate shear force section. For all questions, Use f’c= 28 MPa and Fy= 420 MPaFor the simple truss shown in the diagram, where the applied vertical downward load PP = 514 N, calculate the load in member AB (in N). Indicate a tensile load as +ve and a compressive load as -ve. Take aa = 2.7 metres.
- a rigid bar (ABCD) which was supported thru pin at B. Two bars was also connected, Bar CE and Bar DF with corresponding cross-sectional area and Modulus of Elasticity. If P is equivalent to 94 kN, the diameter at pin B is Blank 1 mm.34 - A support is a fixed, B support is a sliding joint. loads M= 30 kNm, P1= 12 kN, P2= 13 kN, q1= 6 kN ⁄ m, q2= 7 kN ⁄ m , spans are a= 2 m, b= 3 m. The support reactions in the beam whose loading condition is given in the figure will be found. Accordingly, Ax = ?A) 22.25B) 0C) None.D) 39.25E) 21/2A cantilever beam AB of length L = 6.5 ft supportsa trapezoidal distributed load of peak intensity q,and minimum intensity q/2, that includes the weight ofthe beam (see figure). The beam is a steel W12 X14wide-flange shape (see Table F-1(a), Appendix F).Calculate the maximum permissible load q basedupon (a) an allowable bending stress σallow =18 ksiand (b) an allowable shear stress τallow = 7.5 ksi.Note: Obtain the moment of inertia and section modulusof the beam from Table F-1(a).
- The steel is supported by the steel tie rod in AB beam B. Steel connection tension rod is placed 2 meters to the left of B and C sliding bracket is placed and P is loaded between AC It is. By ignoring the weights of beams and connecting rods, they can be determine the largest P load it can carry. The diameter of the BD rod is 16 mm. E = 200GPa I = 150x(10^6)mm^4A cantilever of rectangular section is 70 mm wide and 250 mm deep at the fixed end andtapers uniformly to 75 mm wide and 100 deep at the free end. The projecting length is1800 mm, and there is a load of 1800 N at the free end. Calculate the deflection of thefree end and the maximum bending stress. Take E = 14000 N/mm2. The cantilever is madeof timber.PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU. Use Cantilever Method. from the frame loaded as shown. Solve the following: a. Axial force at column IE.b. Shear force at girder IJ.c. End moment at girder IJ.d. Axial force at column EA.e. Shear force at girder EF. g. End moment at girder EF.h. Moment at column A.
- Situation 11. An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below: Depth, D=225 mm Flange Width, Bf=112.5 mm. Flange Thickness, tf=9mm Web Thickness, tw=9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of τ= 100 MPa on shear, for bearing, σb=200 MPa on single sheer, σb= 260MPa on double shear. 3. Determine the maximum allowable moment, M(all) in kn-m, base on the beam's cross-section. 4. Determine the location of the maximum moment on the beam in meters.Situation 11. An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below: Depth, D=225 mm Flange Width, Bf=112.5 mm. Flange Thickness, tf=9mm Web Thickness, tw=9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of τ= 100 MPa on shear, for bearing, σb=200 MPa on single sheer, σb= 260MPa on double shear. 7. Determine the maximum shearing stress on the beam in MPa. 8. Determine the flexural stress, In MPa, on the fiber 30mm above NA at distance 1m from ASituation 11. An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below: Depth, D=225 mm Flange Width, Bf=112.5 mm. Flange Thickness, tf=9mm Web Thickness, tw=9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of τ= 100 MPa on shear, for bearing, σb=200 MPa on single sheer, σb=260MPa on double shear. 1. Determine the location of centroid, y, from top of the beam in mm .