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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- Streeter-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}…FOR THE GIVEN PROPERTIES DESIGN d': 15 mm THE REINFORCEMENT OF : 400 mm b d = $80 mm fc = 33 MPa fy = 320 MPa Mu: 1 000 000 000 N mm A. USE B.USE OF NSCP 2001 NSCP 2015 BEAM THE BEAM 132 13 Gra mm of BELOW. #H 1606 210135 03 M 12437 P0122399/100mA 02338941 242Draw SFD and BMD asap , pls
- View Policies Current Attempt in Progress the automobile bumper jack is designed to support a 4640-N downward load. Begin with a free-body diagram of BCD and determine the force supported by roller C. Note that roller B does not contact the vertical column. E 155 mm Answer: C- Save for Luster 155 mm 430 mm 2690 mm 4640 N D N $105 mm 250 mm Attempts: 0 of 1 used Submit AnsweWhat is the C or T, the X and Y components and the load of each member. Also can you put the answer like it is on the image.Given: F |Change in length of CF=0.00208a mm Area(BE)=150a mm? Area(CF)=150a mm² 18а mm E E=200 GPa Required: Load P=? B 26а mm A P - 24a - mm