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- A steel plate 375mm x 16mm thick is bolted by four bolts placed symmetrically to form a single lap joint. The bolts are spaced horizontally at a distance of 140mm and vertically at a distance of 150mm. If the diameter of bolt is 20 mm, calculate the design tensile strength in KN based on net section fracture considering a straight vertical path of failure Use Fy=248MPa and Fu=400MPa a) 1339.2 b) 1569.6 c)2092.8 d) 1488Give an correct answer with proper method or i will give an dislike A cantilever beam of effective depth 315 mm has span of 2.5 m. The percentage of tensile reinforcement is 1.5% Fe-250 bars. Check the beam for its depth for deflection only. Take M20 conerete.Explain the rationale or basis behind the provisions stated in Section 505.3 of 2015 NSCP Vol. 1 for structural steel compression members Asap pls i give you upvote :)))
- Determine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES Please solve your Solution in a handwritten Note: It should be handwritten pleaseeee Questions:Design a column base plate for a W12 × 65 column supporting a service dead load of 850 kN and a service live load of 1380 kN. The column is supported by a 2.7 m x 2.7 m concrete footing. Use ASD. Fc'= 20.7 MPaFy = 248 MPad=308mmbf = 308 mmQA Fora flow rate of 300 iter/second ata velocity of 1.3 meters/secand, design a seamless. steel Take factor of safety of 2.5, Longitudinal efficiency ofjoint, 1 = 0.50, and intesnal pressure= 4 Nl
- The rubber band given below is subjected to the following tensile loading. Calculate the minimum thickness of the rubber (tr) and the minimum steel pin diameter (Dpin) so that the structure does not fail. Consider: Allowable tensile strength of the rubber= 20MPa Allowable shear strength of the steel = 200MPa Reflection: 1) How would you solve this problem if a Factor of Safety was given? 2) Are there any other dimensions worth calculating for the rubber belt?USE NSCP 2010 A simply supported one way reinforced concrete floor slab has a spanof 3 m. It carries a service live load of 8.4 kPa and a service dead loadof 1.2 kPa. fc’ = 20.7 MPa, fy = 414.6 MPa. Use steel covering of 25 mmmeasure from center of bars. Calculate the spacing of the 12 mm øshrinkage and temperature bars for minimum thickness of slab.Problem: Design a section of a concrete beam reinforced for tension only. The beam is simply supported on a span of 6.00 m and carries a load of 18 KN/m. Use Alternate Method of Design with n = 9. f'c = 20.70 MPa, Fy = 275 MPa. Use b = d/2. Write your solutions on clean sheets of bond paper, scan properly. Note: Clear concrete cover for the beam: 40 mm Clear spacing between rebars: 25 mm (minimum) Minimum bar size to use as per ACI Code: 16 mm diameter Design for flexure only.
- The given plate below with width of 200 mm andthickness of 16 mm is to be connected to two plates ofthe same width with half the thickness by 20 mmdiameter rivets as shown. The rivet hole is 2 mm greaterthan the rivet diameter. Allowable tensile stress on netarea is 0.6Fy. Allowable bearing stress is 1.35Fy. plate: fy = 241 mpa fu = 4141 mpa rivet: fv = 152 mpa a. Determine maximum load P without exceeding allowable tensile stress on plate b. Determine maximum load P without exceeding allowable shear stress on rivets c. Determine maximum load P without exceeding allowable bearing stress between plates and rivetsSubmit your question to our 24/7 subject matter experts with Masters and PhDs and get a solution in as fast as 30 minutes* Provide clear and step by step solution Using ASD, check the adequacy of the base plate (PL400x350x19 mm) centered on a W12X152 column as shown. It is resting on a concrete pedestal that is 450 mm x 400 mm. The loads are PDL = 600kN and PLL = 320 kN. Use A-36 steel and concrete fc’=20 MPa.softening point test ASTM D36- 95AASHTOT53- 06 4)When glycerin is used as liquidin Ring and Ball apparatus?5)How does the weight of Ball affect the Softening point?