250 mm 250 mm 2 kN 300 mm 4 kN 20 mm 70 mm B 20 mm 50 mm
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250 mm
2 kN
300 mm
4 kN
20 mm
70 mm
B
20 mm
50 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F88b4235c-2b0d-4459-88fc-1ffa51a7c481%2F75dcccb6-a648-451f-b104-459111e12b14%2Ftpo9uj_processed.jpeg&w=3840&q=75)
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- 1. Show your complete solution. Subject: Engineering MechanicsIf the wood used for the T beam has an allowable tensile and compressive stress of allowt= 4 MPa and allow = 6 MPa respectively, determine the maximum allowable internal moment M that can be applied to the beam. 100 mm 100 mm 50 mm 50 mm 200 mm500 N 200 N 200 N 200 N A E 300 225 300 225 Dimensions in mm
- Calculate the second moment of area about the neutral X-X axis3. A 12m beam simply supported at 1.3m from both ends carries a uniformly distributed load of 18KN/m over its H entire length. What is the maximum flexural stress. developed in the beam? Shown is its built-up section. C250x45 & W460 X 144The two pictures are one question. The question concerns straight of material.
- H, = 19 mm, G, = 2.51, Pa = 1.73 g/cm? d, = 0 division, Gauge factor = 0.01 (mm/division) Dial Gauge Dial Gauge Dial Gauge Dial Gauge Dial Gauge Dial Gauge Reading at Reading at Time Reading at Reading at Reading at Reading at (min.) 25 kPa 50 kPa 100 kPa 200 kPa 400 kPa 800 kPa 25.0 29.0 51.0 82.3 115.5 150.0 0.1 25.0 38.9 67.2 100.0 137.0 179.4 0.3 25.1 39.3 68.0 100.5 137.5 179.4 0.5 25.3 40.0 69.1 101.2 138.2 179.9 1 25.6 41.0 70.2 102.1 139.2 180.6 26.2 41.8 71.0 103.2 141.0 181.6 27.0 42.7 71.8 104.3 142.5 183.4 8 27.8 43.5 72.5 105.3 143.9 184.9 15 28.6 44.3 73.2 106.2 145.0 186.3 30 29.4 45.1 74.0 107.3 146.0 187.4 60 30.2 45.8 74.8 108.4 146.9 188.4 120 31.0 46.5 75.6 109.5 147.9 189.3 240 31.5 47.2 76.3 110.5 148.8 190.3 480 31.8 47.6 76.8 111.0 149.5 191.2 1440 32.0 48.0 77.3 111.5 150.0 191.9 Find: 1. The coefficient of volume compressibility, m, in (m2/kN) 2. Compression index, C. 3. Pre-consolidation pressure, o. 4. The coefficient of consolidation, c, in (m2/year) at 50…Asap please"I 4 ft 1900 lb B 60 lb/ft 4948 1400 lb D X
- ■ Determine the maximum T of the structural arrangement as shown below (S275). T I 25 25 25 25 25 12 TYPICAL 20 mm THK PL 50 30 30 30 50 TPlease explain every detail to me on how they get the values and equation that I encircled in a blue pen. Thank you so much! I'll rate your answer.Problem 6.2. The undeformed and deformed outline of a material element are as shown in the ligure below. Calculate: 1- Yxy at corners A, B, C, and D. tv 2- EAB, EBC EAD and Epc D'i B' A 200mm 150mm
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