How much service live load, in kN/m, can be supported? The member weight is the only dead load. The axial compressive load consists of a service dead load of 45 kN and a service live load of 90 kN. Do not consider moment amplification. Use NSCP 2015. a. b. LRFD. ASD. 6.2m W460x144 of
Q: Determine the turning point of the curve.
A: The curve has a forward tangent of -8%The curve has a backward tangent of +5%The curve is 40 mThe…
Q: Hand written in clean writing please
A:
Q: Determine
A:
Q: 5.Compute the distribution of flows in the pipe network shown in fig below, where the head loss in…
A:
Q: A simply supported beam (Span = 25 ) has a seetion as shown below with normal-weichs concrete…
A:
Q: 3. A lock-gate of a reservoir, considered to be a rectangular plate, is subjected to a uniform water…
A: A rectangular lock gate reservoir of dimensions a x b subjected to a uniform water pressure , po To…
Q: Which part of the beam is subjected to pure bending in the following figure? 20 kN 30 kN Ar F 2 m- B…
A:
Q: The simply–supported beam is loaded as shown. Use P = 8 kN and Q = 12 kN. Draw the shear and moment…
A: Given Load 8, 5 and 12 kNSpan 5 mCross section To find out SFDBMDFlexural stress distribution
Q: shows a cut section with both vertical and horizontal scales of 1 in = 10 ft. Determine the area by…
A: A cut section is given as shown below
Q: Find the value and location of maximum deflection of: T L w。
A: A simply supported beam with uniformly varying load is given, we need to find out the value and…
Q: Determine
A:
Q: *4-36. Draw the shear and moment diagrams for the compound beam. The segments are connected by a pin…
A:
Q: 1.4 A test for the relative density of soil in place was performed by digging a small hole in the…
A:
Q: is the impulse acting on the particle between t=0 and t=1.2 secon ] is the speed of the particle at…
A:
Q: A composite beam is made of two brass [E = 111 GPa] bars b subjected to a bending moment of 395 N-m…
A:
Q: P6.5 A solid constant-diameter circular shaft is subjected to torques T₁ = 420 lb-ft, Tg = 1,040…
A: TA=420lb.ftTB=1040lb.ftTC=850lb.ftTD=230lb.ft
Q: At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of…
A: Calculate the moment of inertia of the beam sectionI = (flange_width * flange_thickness3) / 12 +…
Q: A vertical sag curve has a tangent of grades of -1.7% and 2.3%. Determine the maximum speed in mph…
A: N1=-1.7%N2=+2.3%sight distance=150m
Q: The 7.2m simply supported beam is loaded with a uniform load Wu. It has an effective depth of 430mm…
A: Loading intensity, Wu N/mmlength of beam, L=7.2 mEffective depth, d=430 mmwidth, b=250 mm2 legged…
Q: P10.030 For the beam and loading shown, use discontinuity functions to compute: (a) the deflection…
A:
Q: Sulfur dioxide is being emitted in a rural area at a rate of 0.90 kg/s from a stack with an…
A: Sulfur dioxide is being emitted in a rural area at a rate of 0.90 kg/s from a stack with an…
Q: Draw the influence lines for the shear and bending moment at point B and the shears just to the left…
A:
Q: Results of a shear box test are presented in Table 2. Shear stress (kN/m²) Normal stress (kN/m²)…
A: Results of direct shear test are given. We need to calculate shear strength parameters
Q: Fill out the blanks in following statement. The removal of substances from water is accomplished by…
A:
Q: Q1: Determine the largest load P that can be applied to the bars of the lap joint shown in Figure…
A:
Q: SITUATION 9: Medium oil having a sp. gr. of 0.90 flows through a 120 mm diameter pipe with a mean…
A: Diameter of pipe, d = 120mmMean velocity, Vav = 5.3m/secThe specific gravity of the soil, G =…
Q: determine: (a) the elastic section modulus and the yield moment. (b) the plastic section modulus…
A: An unsymmetrical I section is gven as follows
Q: QUESTION 3 Fill in the following blanks for different signal components: • The collection of…
A: Here we are provided with four fill in the blanks question.The topic is related to different signal…
Q: determine: (a) the elastic section modulus and the yield moment. (b) the plastic section modulus…
A: Given data,Bending is about the x-axis, and the steel is A572 Grade 50.Fy = 345 MPafig is given FIND…
Q: At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of…
A:
Q: The beam shown will be constructed from a standard steel W-shape using an allowable bending stress…
A: Allowable bending stress = 12.9 ksi Determinea. Minimum section modulus. b. Lightest W shape…
Q: The 5-lb box is projected with a speed of 18.6 ft/s at A up the vertical circular smooth track.…
A: The weight of box W = 5 lb The box projected with speed Vo
Q: 130 Sec. 3.5-3.6 3-19. Determine the force in members AE, BE, and BC of the truss and indicate if…
A: Given Load 8, 6 and 12 kHeight 6 ftTo find out Member forces
Q: a square gate 3ft x 3ft lies in a vertical plane. determine the total pressure force on the gate and…
A: Case 1, when 3ft x 3ft gate is vertically downward from the surface.Case 2, when 3ft x 3ft gate is…
Q: all the zero-force members. M B -20 ft- K C N 30 ft-
A:
Q: Discuss the concept of pipeline hazards and their impact on pipeline efficiency.
A: Pipeline hazards are structural, data, and control hazards that can disrupt the efficient execution…
Q: A rectangular beam has width 12 in. and depth 17.5 in. It is reinforced with four No. 9 (No. 29)…
A: Solution:Given Data:
Q: A rectangular channel has a width of 5 m, carriers a discharge of 25.2 m/s with a depth of 3.6 m at…
A: The discharge is,Width, Depth, To Determine:b) Froude number in section 1c) Minimum channel widthd)…
Q: 2.7 TWO SOLID CYLINDRICAL RODS AB and BC are WELDED TOGETHER at BAND LOADED AS SHOWN. KNOWING THAT…
A:
Q: If the principal stresses on a body are 01=-200 kPa, 02-300 kPa, and 03-500 kPa, what is the…
A:
Q: The maximum diameter that a capillary tube can have to ensure that a capillary rise of at least 6 mm…
A: capillary rise , r=6 mmsurface tension, S= 0.08 N/mdensity of liquid, d = 900 kg/m3 accelaration due…
Q: A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the…
A: Given:Required:Maximum horizontal shear stressMaximum tension bending stress
Q: Situation 3- A horizontal prismatic beam with span of 3 meters is fixed at the left end and free at…
A: Given data,cantilever beam FINDa)what is deflection at free end if the concentrated load was acting…
Q: 5. Determine the force and moment reactions at A for the beam which is subjected to the load…
A: A propped cantilever beam with an overhang portion is given.To this beam, the beam is loaded…
Q: a. Determine the elastic section modulus, Sx. b. Determine the plastic section modulus, Zx. c.…
A: Area, width of flange, depth of section, thickness of flange, NOTE According to company guidelines,…
Q: But BF & HD have acting 10 kips load?
A: Zero force member
Q: What is the dissolved oxygen concentration in water at 10°C if it is only at 60% sat uration?…
A: The oxygen solubility curve describes the relationship between water temperature and dissolved…
Q: For the state of stress shown in the following figure, if Mohr's circle is to be plotted. If the i…
A: To Find :d, p and q
Q: The depth of water in a cylindrical tank of diameter D is a function of the diameter of the orifice…
A: Dimensional analysis involves identifying the base dimensions involved and forming dimensionless…
Q: A A. The weight of the crate B. The internal force in rod AC 60° -60° C For the figure above, rods…
A:
.
Step by step
Solved in 3 steps with 15 images
- A flanged cross section is Used to suppaut the lcads shown on the beam on the ext page. The dimen glons oF the ghape are given. Congider the entire om length g Hhe beam and defermine. a:) he maximum tengion bending stres at along he beam and, any location B) te maximum compreggion ben ding stress at any Jocatien along the beam. 20am l00 mm 4.5 YN JOmm Is kN Im 310 mm 270mal AI 1. 5m 1.2m 1o mm 20nmDETERMINE THE THE IS MAXIMUM SAFE SERVICE LIVE LOAD THAT THE BEAM CAN CAN CARRY IF SERVICE DEAD L O A D THE BEAM WEIGHT OF THE BEAM SECTION fy = 415 MPa. TOP BARS BOTTOM BARS ARE CENTER DISTANCE 12 KM/M INCLUDING AND BASED ON THE CAPACITY SHOWN. fc : 40 MPa AND ARE 6-32 mm. AND ARE - 3 - 28 mm. CENTER TO 3 BETWEEN THE USE 2015 NSCP Is 108 mm 00 0 0 300 G ט1 108 352 70. A (1 7.2m B TOP BAR LAYERS ↓ 6.7M C OM4 - For the beam loading configuration and cross-section shown below, what is the maximum allowable load P given that the maximum allowable stress (in tension and compression) is 120 MPa? PO Р 1.6m PN ż 0.8m 0.8m P80 1.6m Р 30 30 T 10 dimensions in mm beam cross-section (same as problem 3, but inverted)
- 8. H / The beam shown below has across seclion of channel Shape with width 360mm.and haghs h= loomm, the web thickness ist= 14mm.Deler- Mine ihe Max imum tensile aud Compressive stressin the beam due to unifom Load? 360Mm 3.6KN/M 14m tiom Please Sir 5T CASIC f-991ES PL DATURAL u CALC (-)A simply supported beam is subjected to a uniform service dead load of 15kN/m(including the weight of the beam), a uniform service live load of 30kN/m. the beam is 12 meters long and is laterally supported at the midspan, and A572 Gr.50 steel is used. Is W30x108 adequate? Assume Cb=1 by 4 d fore k h h Z S Ly 267 TH mm 19.3 757 13.8 min m 35.8 685.4 54.6 737.7 5670 x10^3 4900 x103 mm 60.8 x10 6 mm 2080 x10 3 8300 x10^9 mm wwwMECH 1 ASSIGNMENT 1 y 10k E - 2M 20 k G C 20 k 50 Problem A truss is subjected to the following forces as shown. Determine: (a.) The magnitude of the resultant of the external forces, R (kips). D *Kip (k)-a unit of force, equivalent to 1000 lbs. (Av. AH. Bv) 20 k 15-10 I 25 25 10 15 ft ft ft ft ft In short, solve for the reactions at the supports using the equilibrium equations >Fv, ΣFH, ΣΜ (AH, Av, Bv) F 10 k 15 ft + 10 ft 25 ft B
- EYA 98 B/s docs.google.com/forms 100 Papertine J MA Papertine Papertine 45 - ls- das #2: For the Simply supa ted beam having the Sechin Shown and londed partially, Find: 1. Draw the bending moment diagram ? 2. Find the value of the maximum bendig moment Mmak 3. Find the value f the maximum bending stress Vmax ال لعة البطم رات المطع الو ضع المكل والحملة ۱. أسم الر البان لعن اوكماو : Mmax sls! e de i ană fic أوجه تعة أ على إ دإما کے ļ Umax KN/m - 20 Cm 4 1 m. 2 m. 1 m. Neutral 40 cm Axis Beam (AB) Beam Cross- Section ت إضافة ملفQ4\ Which of the following is a zero-force member? 3 8KN 4 G 4 エ 子c D. 4 B AC BD IF IDure B 2m2 m C -2 m D 4 m 500 N 700 N 2 of 2 Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. 000 CD DE CG CF FG BC BG DF AG EF AB Submit Provide Feedback Request Answer
- Knowing that the bracket AB has a uniform thickness of t, Base of theory of elasticity, determine the maximum principal stresses at point H in MPa with 2 decimal places. .(Do not use Mohr circle Method) F A K. H yı KN Degree cm cm cm cm cm cm (Hint: o₂ = M₂Y/₂P/A, 1₂-tb³/12, A=bt, Ty=V₁ *Q₂/(1 ₂ *t), Q₂ =A Top *y Top) 150 28 20 10 15 5.5 28 B 0.8 F Alfa = a b X y1 y2 t :AnswerFor the beam below, determine the following, assume EI is constant. What is FEMAB in k-ft? -18 --96 Select the correct response: -69 2 k/ft 18 24ft1. For the Pratt bridge truss and the loading shown below, determine the average normal stress in member BE, knowing that the cross-sectional area of that member is 60 in². NN K 12-12--12--12--| 50 lips 50 kips 50. ips Figure 1 G xfone