Please upload figure 3, so that it will give clear understanding of question, that will help to solve the question.. I am showing image how your question is looking like.
Use Moment Areatheoremsinthebeam shownin Figure3todeterminethe following: a-DeflectionatC.6-Deflectionat D.c-SlopeatC.d-Slopeat D.U se E formodulusof elasticityandi formomento finertiaforthewholebeam.
4. Use integration by parts to evaluate the following integrals. (a) [(x +3) (x+3) sin(2.c) d.c (2.5 - - 1)e" dx In (2.c) d.
Show the mecanism for the following: e se H2NNH2 N-H se + 2H2O H+
PLEASE USE MOMENT DISTRIBUTION METHOD A.)MAB B.)MBA C.)MBC D.)MCB E.) Draw the moment diagram for the beam. Follow the sign convention given in Chapter 4 of the textbook. Problem 11.7 Consider the beam shown in (Figure 1). Assume the support at B is a roller and A and C are fixed. EI is constant. Figure < 1 of 1 > 900 lb 900 16 400 lb |-6 ft--6 ft--6 ft + 10 ft-+-10 ft —
17. Find the following anti-derivative: se di- e²dx
,nbe a rardom sample uiorm d tribution with pa 3D +2 Otherwi se (a) Please derive the mełthod moment esbima tor (MOME) θ , please also derive the mean e this (MUME). please derive the metho ) pleause desive the maximum Uxathvol estimator (MLE) el θ. please also derive the meaun d this MLE. ,nbe a rardom sample uiorm d tribution with pa 3D +2 Otherwi se (a) Please derive the mełthod moment esbima tor (MOME) θ , please also...
てM p vdst of e 8.se てM p vdst of e 8.se
6. Consider the following recursive method: publ i c st atic i nt recur se(i nt a, i nt b) { if (a%b-2) ret urn a el se ret urn r ecur se (a b, a b) What is returned by the call recur se(7, 2)? A. 5 B. 7 C. 9 D. 14 E. 18
Use Moment Area Theorems in the beam shown in figure 3 to determine the following: a- Deflection at C. b- Deflection at D. c- Slope at C. d- Slope at D. Use E for modulus of elasticity and I for the moment of inertia for the whole beam. 20KN B k C pin Roller 4m 6m 4m Figure 3
9. copts Find the taylor series of fl) se e-2x with Xo=0 use any method! show work
Problem 7-86 (15 points) 6 IN E Draw the shear and moment diagrams for the beam. SIN