Determine the maximum bending moment in the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 360 lbPLr = 1,440 lbLoad combination:D + LrSpan:L = 12 ftMember size:4 x 6Stress grade and species:No. 1 & Better Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Determine the maximum actual bending stress in the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:wD = 260 lb/ftwLr = 360 lb/ftLoad combination:D + LrSpan:L = 11 ftMember size:4 x 12Stress grade and species:Select Structural Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Determine the maximum actual deflection of the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 280 lbPLr = 2,240 lbLoad combination:D + LrSpan:L = 9 ftMember size:4 x 6Stress grade and species:No. 2 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Determine the maximum actual shear stress in the following beam. Do not reduce the shear based on NDS Section 3.4.3. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 560 lbPLr = 1,120 lbLoad combination:D + LrSpan:L = 8 ftMember size:4 x 8Stress grade and species:No. 2 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Determine the maximum actual shear stress in the following beam. Do not reduce the shear based on NDS Section 3.4.3. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 480 lbPLr = 1,280 lbLoad combination:D + LrSpan:L = 13 ftMember size:4 x 14Stress grade and species:No. 2 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC > 19 percentLive load deflection limit:Allow. Δ ≤ L/360

For deflection calculations, the adjusted modulus of elasticity Ex’ for a hardwood glulam beam 16F-V2 with ASD load combination (D + 0.6W), over 16% moisture content, and a constant temperature of 120°F is _______.

Gramática I – Reflexive Verbs Mari is talking about herself, her friends, and their health. Complete what she says with the correct form of the most appropriate verb, based on the context. Use each verb once. Hint: There are TWO occasions in which you will NOT use a reflexive verb in this passage (so 2 of your answers of the 10 will not be reflexive in form.  Further hint: one will be the regular present tense of a verb; one will be the infinitive form of a verb.  Modelo: Luisa levanta a su hijo por la mañana. Ella se levanta por la mañana a las 5:00 am. Yo  por mi salud y por la de mis amigos a veces. Por ejemplo, cada vez que de mi escritorio, el mundo gira (spins) violentamente, o sea que  mucho. A veces tengo miedo (I’m afraid) de bajar las escaleras (stairs) de mi residencia porque no quiero . Mi amiga Ana Sofía también está mal. Últimamente, en general, no  bien: no el pelo ni tampoco su ropa (clothes). ¿Será (Could it be) depresión? Ahora mis amigos Adán y Dennis están resfriados porque están muy cansados de tanto (so much) trabajar y estudiar, y si alguien estornuda a su lado. Dennis está mal, mal, mal, y su padre cree que debe ir al hospital si no  pronto. Si no nos conoces, puedes pensar que no nos importa la buena salud. Esto no es verdad, pero sí, tenemos que priorizarla más.

The fractional time 1/120 second is equal to _____ milliseconds:

What is the name of the parasite currently causing a problem for Maximus, the horse at Station 13? I will take the scientific name or common name.

Your initial exposure is 15 mAs, 300 mA at 1/20 sec. If you want to increase your mAs to 30 and maintain your exposure time, what mA is required?