L/2 P B C L/2 CFRP 250 mm b₂ 3 mm
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c) moment of inertia about the horizontal centroidal axis for timber. Enter your answer in mm4 to 1 decimal place.
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- 13m Fo=7KN 6M N FB-5KN Y Find Equivalent System @ ODETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12 Type EDSM Nomenciature AISC Manual Label C15X50 14.7 3.72 3.52 3.40 15.0 8716 0.799 404 11.0 17 C1SK40 C15X40 118 10.0 150 0520 0.400 0510 0650 0.650 0.501 0.501 0.501 0.778 348 315 C15K339 15.0 120 0.788 .07 C1200 C12X25 C12207 C1200 8.01 7.34 3.17 0.674 162 5.12 C1228 C12207 12.0 3.05 234 0.674 144 445 12.0 0.282 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5Calculate the stress in each segment
- can you please show the integration in the position? And can you please make it look like this? ThanksHand written plz asapStreeter-Phelps Model: kaba (e-Rt – e-kt) + Da(e-k) k. - ka 1 In k, – ka k„ – k. D = to ka La 1.135 T4 – 20 3.9 u0.5 BOD, = L, (1– e-kat) k = k20 6T-20 kr,20 1.056 T 20 – 30 %3D | h1.5 1.024 Wastewater is being discharged into Diliman River, both waters having a temperature of 20 °C. After mixing, it was found that the initial ultimate BOD of the mixed water is 15 mg/L. The DO in the Diliman River right after the mixing point is at saturation. At 20 °C, the deoxygenation rate constant (ka) is 0.3/day while the reaeration rate constant (k,) is 0.5/day. Express your computed values in at least four (4) significant figures. 1A. Determine the critical time t. (days) for the DO of the river. 18. Calculate the minimum D0 concentration DOmin (mg/L) of the river. 1C. Draw and label properly the DO Sag Curve of the river. Is the assimilative capacity of the river restricted? Explain your answer. Saturation Values of DO in Freshwater exposed to specific saturated vapor pressure Temperature (°C}…
- Draw SFD and BMD asap , plsFigura P2.43 550 mm 75 mm 100 mm 2.44 La barra rígida AD está soportada por dos alambres de acero de in. de diámetro (E = 29 10 psi), un pasador y una ménsula en. Si se sabe que los alambres estaban originalmente tensos, determine a) la tensión adicional en cada alambre cuando se aplica una carga P de 220 lb en, b) la deflexión correspondiente del punto D. 1 8 in 1 10 in 12 in Figura P2.44 E B 12 in AC P 12 in Dsubject (solid mechnic 2) pls show me full steps with clear hand writing sir pls answer me in half minutes sir