QI: By working stress method calculate the maximum concentrated load (P) at free edge of the cantilever beam (2.5 m) span shows below with the section, the beam carries an uniformly distributed dead load (10 kN/m) (with self-weight) if the unit weight of concrete is 24 kN/m .f'c= 22 MPa and fy= 400 MPa. 3 25mm 50% 150 200 mm 150
Q: 3) On a structural steel I profile beam a distributed load and M moment is applied as shown in the…
A: Youngs modulus E = 200 GPa Length, L = 1 m Moment, M = 245 N-m Cross section dimensions h = 145 mm b…
Q: On a structural steel I profile beam a distributed load and M moment is applied as shown in the…
A: Given data On a structural steel I profile beam a distributed load and M moment is applied as shown…
Q: A simply supported beam has a concentrated load at the centre which fluctuates from a value of P to…
A:
Q: 3) On a structural steel I profile beam a distributed load and M moment is applied as shown in the…
A: Youngs modulus E = 200 GPa Length, L = 1 m Moment, M = 245 N-m Cross section dimensions h = 145 mm b…
Q: A cantilever beam has a length L =12 ft anda rectangular cross section (b = 16 in., h = 24 in.).…
A: Calculate the moment of inertia of the beam. I=bh312 Here, I is the moment of inertia of the beam, b…
Q: A brass strip, 50 mm x 12 mm in section, is riveted to a steel strip, Figure (22) 65 mm x 10 mm in…
A: Question (a) is Solved here. For Question (b), Please post this question again.
Q: A cantilever beam L meters long carries a uniformly distributed load of 6.8 KN/m over its entire…
A: Given, w = 6.8 kN/m fb = 110 MPa
Q: Calculate the maximum shear stress Tmax and the maximum bending stress σmax in a simply supported…
A: Given data: The uniform load on the beam, w = 18 kN/m. The length of the beam, l = 1.75 m. The…
Q: A wooden cantilever 2 m long having a rectangu- lar cross-section 120 × 200 mm² is loaded by a…
A: We know that a 2 m long wooden cantilever with a rectangular cross section of 120 mm is loaded at…
Q: Q-3 Compute the maximum tensile and comprsive stresses devloped in the beam that is loaded and has…
A: given; ⇒reaction force at A=RA⇒reaction force at B =RB⇒load intensity(w)=10KN/m
Q: A 6 ft long 2” x 12” beam is subjected to a uniform (edge-to-edge) distributed load of 1500 lbs per…
A:
Q: A cast iron beam is of T-section as shown in Fig. The beam is simply supported on a span of 6 m. The…
A: Given Data:- span length=6m…
Q: A simply supported beam with a cross-section as shown in Fig. 1.19 spans 15 m and carries a total…
A:
Q: 711. A cantilever beam BD rests on a simple beam AC as shown in Fig. P-711. Both beams are of the…
A:
Q: 711. A cantilever beam BD rests on a simple beam AC as shown in Fig. P-711. Both beams are of the…
A:
Q: Class A cantilever beam AB of circular cross section and length L=450 mm supports a load P-400 N…
A:
Q: Figure Q5 (a) shows a wood beam reinforced with steel straps at its top and bottom. If the beam is…
A: Given Cross-section is:
Q: A beam which is composed of concrete and a wide flange steel is subjected to moment M = 1146 kN.m. W…
A:
Q: A simply supported beam of length 4 m, is subjected to an Uniformly distributed load of 22 kN/m for…
A: When an external load is applied to an object, the load tend to bend the object.The resistance…
Q: 7. A 4.5 m long cantilever beam of hollow circular section of diameters 150.0 mm and 100.0 mm…
A:
Q: A 1.6-m-long cantilever beam supports a concentrated load of P= 7.2 kN. The beam is made of a…
A: solution given data L=1.6m P=7.2 KN b=120mm d'=280mm d=85mm
Q: 5 planks (4@ 40 x 40 mm and 1@40 x 380 mm), joined together forming |-section (shown in figure).…
A:
Q: Installed appointment of a beam made of a U profile in the figure Find the length c of the overhangs…
A: FBD of given fig. Finding reactionRA+RB=30+30 +40×6RA+RB=300KnSo RA=RB=3002=150Kn
Q: Problem 5.1. Figure 5.12 depicts an aluminum rectangular box beam of height h = 0.30 m, width b =…
A: Given that An aluminium rectangular box beam of height h=0.30 mwidth b=0.15 mFlange thickness ta=12…
Q: Given: l1=1,1l ; l2=1,9l; l3=1,4l; F1=1,5P; F2=1,5P; M=-2,5Pl. Parameter of length l=80cm;…
A:
Q: At a cross section in a rectangular beam with b=300 mm and d=500 mm, flexural reinforcement is 5T20.…
A: Calculate the area of the steel. 5T20 means,n=5 and d=20 mmthen,As=5×π4d2=5×π4202=1570.8 mm2…
Q: Figure Q1 shows one ‘L’ shaped beam ACD which is built-in at one end. It is loaded with load F=3 kN…
A:
Q: 4. A cantilever beam with cross section shown below and span of 3 m is subjected to concentrated…
A: Given Data: The span of the beam is L = 3 m. The concentrated load acting on the beam is P at its…
Q: 9.5-2 A simply supported beam (E = 12 GPa) car- Tics a uniformly distributed load q = 125 N/m, and a…
A: Find the maximum deflection of the beam.
Q: 1. The beams are wooden, size 150mm x 50mm, quality C24, E-module=11 kN/mm, maximum shear stress for…
A: **According to the guidelines we can answer only three subparts of a question, Please resubmit the…
Q: -----------------------Thank'sAbdulrahim Taysir
A:
Q: he composite beam shown in the Figure below is formed of a wood beam and a steel inforcing plate.…
A: M=60 kips.in. Ew=1500 ksiEs=30000 ksi Let wood of reference material, For wood n=1 For steel…
Q: QI: An -section shown in Fig. is simply supported over a span of 15 m. If the maximum permissible…
A:
Q: A long solid rectangular section beam, length L=1.4m, width b=40mm and depth 2k=100mm, is subject to…
A: GIVEN: TO FIND:
Q: Q1: For the square beam shown below, the cross section area is 40 m, a) Find the shear force and…
A: Consider the square beam, In support A the reaction force is RA consider and in support C the…
Q: A cast iron beam is of T-section as shown in Fig. The beam is simply supported on a span of 6 m. The…
A:
Q: The overhanging beam ABC of span 5.4 m is constructed of a W360 X 216 rolled-aluminium shape. It…
A:
Q: A simply supported beam of dimension 4m x 45mm x 90mm, which is subjected to a mid-point load of 130…
A:
Q: The dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm.…
A: according to given details
Q: A simply supported beam with a span of 10m has a uniformly distributed load of 35kN/m all throughout…
A:
Q: to a load that varies from -F to +4F as ne below figure. The length of the beam and it has a…
A:
Q: The simply supported wood beam ABC in Fig. (a) has the rectangular cross section shown. The beam…
A: Moment of Inertia Of the cross section about Neutral Axis = 0.04 x 0.083 / 12 = 1.706666 x 10-6 m4…
Q: A steel beam of I cross-section is simply supported on a span of 4m. Find the safe uniformly…
A: Given Data Length of beam is : L=4 m Tensile stress is : σ=26 N/mm2 Now calculate the area and…
Q: A simply supported beam hinged at A and supported at C, is carrying a distributed load and a point…
A: Note: Company policy does not allow to answer more than three subparts. So answer of first three…
Q: Ql: An I-section shown in Fig. is simply supported over a span of 15 m. If the maximum permissible…
A:
Q: 3) On a structural steel I profile beam a distributed load and M moment is applied as shown in the…
A: Importing the part from catia to the ANSYS 5.0 student version as per requirement
Q: Q2. Calculate the slope and deflection of a SSB with span 5m carrying a point load of 20kN at 2m…
A: Given Data, There is a simply supported beam. L = Length of the beam = 5 m E = Young's Modulus of…
Q: A cast iron beam is of T-section as shown in Fig. The beam is simply supported on a span of 6 m. The…
A:
Q: Find the supportive force system for the cantilever beam shown pinned at C. Given data: Point load,…
A: Consider the free body diagram: For Part CB:Cy+By=380+80*2Cy+By=540Taking moment about point…
Step by step
Solved in 3 steps with 2 images
- A fixed-end b earn is subjected to a point load at mid-span. The beam has a rectangular cross section (assume that the h/b ratio is 2) and is made of wood (E = 11GPa). Find height h of the cross section if the maximum displacement of the beam is 2 mm. Calculate the displacement of the beam at the inflection points.During construction of a highway bridge, the main girders are cantilevered outward from one pier toward the next (see figure). Each girder has a cantilever length of 48 m and an I-shaped cross section with dimensions shown in the figure. The load on each girder (during construction) is assumed to be 9,5 kN/m, which includes the weight of the girder. Determine the maximum bending stress in a girder due to this load.A weight W = 20 kN falls through a height h = 1,0 mm onto the midpoint or a simple beam of length L = 3 m (see figure). The beam is made of wood with square cross section (dimension don each side) and E = 12 GPa. If the allowable bending stress in the wood is °aLLow =10MPa, what is the minimum required dimension
- A simple beam with a W 10 x 30 wide-flange cross section supports a uniform load of intensity q = 3.0 kips/ft on a span of length L = 12 ft (sec figure). The dimensions of the cross section are q = 10.5 in., b = 5.81 in., t1= 0.510 in., and fw = 0.300 in. Calculate the maximum shear stress tjuly on cross section A—A located at distance d = 2.5 ft from the end of the beam. Calculate the shear stress rat point Bon the cross section. Point B is located at a distance a = 1.5 in. from the edge of the lower flange.Two wood beams, each of rectangular cross section (3.0 in. x 4.0 in., actual dimensions), are glued together to form a solid beam with dimensions 6.0 in. x 4.0 in. (sec figure). The beam is simply supported with a span of S ft. What is the maximum moment Mmaxthat may be applied at the left support if the allowable shear stress in the glued joint is 200 psi? (Include the effects of the beams own weight, assuming that the wood weighs 35 lb/ft3.) Repeat part (a) if Mmaxis based on allowable bending stress of 2500 psi.Aluminum 10K 12' Steel A 12' long beam in supported by an aluminum hanger at A and by a steel hanger at B. The beam carries a single 10K concentrated load. Neglect the self-weight of the beam. Both hangers have the same original length. Ealum = 10,000,000 psi Esteel = 29,000,000 psi If the load is located at midspan, and the steel hanger is a 1/2" x 1/2" bar, what is the width of the 1/2" aluminum bar, such that points A and B lie on the same horizontal line?
- A simply supported beam with a length of 4m is loaded with a uniform distributed load (w). The beam has a rectangular hollow section with the following dimensions: Outer Base = 150 mm OuterDepth 200 mm Inner Base = 100 mm Depth = 150 mm Inner Determine the maximum uniformly distributed load which can be applied over the entire length of the beam if the bending stress is limited to 8 Mpa. Please answer with solution and fbd. Thank you.For the beam shown, use only singularity functions. V₁ = 45 lbf/in and V/₂ = 5 in. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 0 1400 lbf Hinge JA B₁ C R₂ R₁ 4 in 4 in 2 in V1 V2 D R₂ + What is the value of the peak moment between points Cand D? The peak moment between points C and Dis Ibf.in.The cantilever beam shown is subjected to a concentrated load of P=70800 lb. The cross-sectional dimensions and the moment of inertia of the W16x57 wide-flange shape are: d = 16.4 in. tw=0.430 in. by=7.12 in. ty=0.715 in. 1₂-758 in.4 Compute the value of the shear stress at point H, located at y = 4.8 in. below the centroidal xis. H Answer: Shear stress = psi
- For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA of the beam at A, and (b) the deflection Vmidspan of the beam at midspan (i.e., x = 2.45 m). Assume a constant value of El = 1270 kN-m² for the beam; M₁ = 9 kN-m, wo = 19.8 kN/m, LAB = 1.1 m, LBc = 2.7 m. MA A Answer: (a) VA = (b) Vmid i LAB i Wo B LBC mm. mm.A uniform wind load of q = 0.2 kN/m? acts on the billboard with dimensions of b = 1.5 m and a = 1 m. The allowable normal stress is oalow = 140 MPa, c = 0.5 m for the circular cross section panel pole. Draw the shear force, bending moment and torsional moment diagrams for the panel pole. a) Calculate the cross-section diameter d, using the maximum shear stress (Tresca) criterion. b) Calculate the cross-section diameter d, using the maximum distortional energy (von Mises) criterion. SOLUTION kesitQ5: A steel beam of length 7m is built in at both ends. It has a depth of 500mm and the second moment of area is 250 10* m'. Calculate the load which falling through a height of 75mm on to the center of the span, will produce a maximum stress of 150MN/m'. What would be the maximum deflection if the load were gradually applied? Take E = 200GN/m². %3!