(P +40) in kN A 1.0 3.0 All distances are in meters. 8.0 20 KN/m 12.0 3.0 E 3.0 P in kN F G 5.0 4.0

Kasus #3 D H A B 21 |VA Rg S5 HA A 21 R ΣΜ ΣV-0 ΣΗ-Ο POINT B=0 OR A ANALYZE COMPLETELY FROM THE BOTTOM OF THE SUBJECT REACTION B. COUNT S1, S3, S5 COMPLETELY

A prismatic beam is loaded as shown in figure I; EI = 1x10^6 kN-m^21.  Which of the following gives the deviation at A, tA/C, from the tangent drawn at C? a. 167/EIb. 267/EIc. 367/EId. 467/EI2. Which of the following gives the deviation at D, tD/C, from the tangent drawn at C? a. -100/3EIb. -150/EIc. -200/3EId. -256/EI3. Which of the following gives the value of the deflection at D? a. 97/EIb. 89/EIc. 74/EId. 66/EI

240N/m Replace all force -couple system by single force act at A. MAZ-848.5287.0 R-255.415 525N.m 2 4175N 600N +1m 45 14 1 m

1 m 260 N B q _im. 320 N/m -1.7 m- 200 N -0.8 m E

BEARING 1. Point H is at the origin. Compute for the following angle. HE N 15 30' E HS N 70 45' E 2. Point O is at the origin. Compute for the following angle. OB N 10 25' E OA N 11520' W

Please answer rest of Q5

The moment of inertia of a triangular section of base 'b' and height'h' about an axis passing through its C.G. and parallel to the base is bh3 А. 36 bh3 В. 12 bh3 C. bh3 D. A Ов

For the ff. beams:a. Determine the location of the neutral axis from the bottom of the beam.b. Calculate IY.c. Calculate IX using the three approach.    (The three approach) • combine the area using bh3/12 • minus the area using bh3/12 • using bh3/3

Refer to the beam shown, 75 60 kN/m kN/m 2m 4m 3m 90 kN.m A В D For the beam shown, which of the following gives the value of the deviation of point C relative to the tangent line drawn at A? Select the correct response: 7529.11 kN.m/EI 12835.47 kN.m3/EI -20440.00 kN.m³/EI 5792.52 kN.m3/EI