Los números. Fill in the blanks logically with the numbers from the box. You will need to use all the numbers.   cien                           diez           treinta y un cincuenta y dos        doce         siete                                                                          1. Hay _______________________________días (days) en una semana (week). 2. Hay _______________________________ años (years) en una década. 3. Hay _______________________________ días en el mes (month) de marzo (March). 4. Hay _______________________________ semanas en un año. 5. Hay _______________________________ meses en un año. 6. Hay _______________________________ centavos en un dólar.

Choose the most logical response to the following questions and statements. _____ 1. ¿Cómo está usted, profesor? a. Buenas tardes, Juan. b. ¿Qué hay de nuevo? c. Regular, ¿y tú?   _____2. Hola, ¿qué hay de nuevo? a. Muy bien, gracias. b. Nada. c. Buenos días.   _____3. ¿Cómo están los estudiantes? a. Están ocupados. b. Estoy enojado. c. Estás preocupado.   _____4. Adiós, Lucía. a. Hasta mañana, Jorge. b. Mucho gusto, Jorge. c. Lo siento mucho, Jorge.   _____5. Mucho gusto, Sebastián. a. Igualmente. b. Me llamo Luis. c. Te llamo más tarde.   _____6. ¿Cómo se llama usted? a. Te presento a Rodrigo. b. Rodrigo. Mucho gusto. c. Buenas noches.   _____7. ¿Estás triste, Roberto? a. Sí, estás triste. b. No, estamos bien. c. No, estoy contento.   _____8. Te presento a mi amigo Ernesto. a. ¿Cómo te llamas, Ernesto? b. Mucho gusto, Ernesto. c. Igualmente.

Listen to the conversation between Esteban Galindo and Professor González on the first day of class. Then choose the LETTER of the best answer to the following questions.  /content/enforced/87888-30427.201930/Chapter 1 exam audio script.m4a _____1. Where does the conversation probably take place? a. At a bar b. At a university campus c. In the dormitory  _____2. What class is Esteban taking? a. Math                                                                   b. Biology c. History  _____3. What is Esteban’s degree in? a. Psychology b. Business Administration c. Engineering  _____4. Where is Esteban from? a. Argentina b. Spain c. United States _____5. When did Professor González probably meet Esteban for the first time? a. Today b. Last week c. Last semester

Answer the following questions with information about yourself. Where numbers are needed, write them in words in Spanish (e.g. cinco for the number 5).  1. ¿Cuál es tu dirección local?  _______________________________________________________________________ 2. ¿Cuál es tu correo electrónico? ______________________________________________________________________ 3. ¿Cuál es tu número de teléfono? _______________________________________________________________________

Roses are _______ , violets are _______ , that’s it I’m done and so are you!

Which one of the following is a color?

Refer to the floor plan shown below.  The loading consists of dead load (D) and live load (L). Beams B1 (span = v) are supported by the perimeter walls and girder G1, girder G2, or girder G3.   Beams B2 (span = v) are supported by column C1 or column C2 at one end and perimeter wall at the other end.  These beams support an interior reinforced concrete wall over a distance = y1. Beams B3 (span = v) are supported by girder G3 and perimeter wall.   Beam B4 (span = y2) is supported by girder G4 and perimeter wall. Beams B5 (span = v) are supported by column C1 or column C2 at one end and perimeter wall at the other end end.  Girder G1 (span = 3l) is supported by perimeter wall at one end column C1 at the other end. Girder G2 (span = 3l) is supported by column C1 and column C2.  This girder supports an interior reinforced concrete wall over its entire length. Girder G3 (span = 3l) is supported by perimeter wall at one end column C2 at the other end. Girder G4 (span = 3l) is supported by beams B2.  This girder supports two reinforced concrete interior walls over a distance = x at each end.   Unfactored D = 45 psf, unfactored L = 50 psf, l = 8 ft, v = 16 ft, y1 = 12 ft, y2 = 4 ft, x = 7 ft, each interior wall is 8 in. thick and 9 ft tall. Assume the design floor load is 120 psf, and the load from an interior wall is 810 lb/ft.  The total load (i.e., the sum of the two reactions) in beam B2 is nearly  

The single-story, two-bay frame shown below is subjected to dead load (D), live load (L), and wind load (W).   D (unfactored) = 0.4 k/ft, L (unfactored) = 0.8 k/ft, W (unfactored) = 15 kips, L1 = 30 ft, L2 = 22 ft, H = 10 ft For unfactored wind load, the axial load in column BE is nearly

Refer to the floor plan shown below.  The loading consists of dead load (D) and live load (L). Beams B1 (span = v) are supported by the perimeter walls and girder G1, girder G2, or girder G3.   Beams B2 (span = v) are supported by column C1 or column C2 at one end and perimeter wall at the other end.  These beams support an interior reinforced concrete wall over a distance = y1. Beams B3 (span = v) are supported by girder G3 and perimeter wall.   Beam B4 (span = y2) is supported by girder G4 and perimeter wall. Beams B5 (span = v) are supported by column C1 or column C2 at one end and perimeter wall at the other end end.  Girder G1 (span = 3l) is supported by perimeter wall at one end column C1 at the other end. Girder G2 (span = 3l) is supported by column C1 and column C2.  This girder supports an interior reinforced concrete wall over its entire length. Girder G3 (span = 3l) is supported by perimeter wall at one end column C2 at the other end. Girder G4 (span = 3l) is supported by beams B2.  This girder supports two reinforced concrete interior walls over a distance = x at each end.   Unfactored D = 45 psf, unfactored L = 50 psf, l = 8 ft, v = 16 ft, y1 = 12 ft, y2 = 4 ft, x = 7 ft, each interior wall is 8 in. thick and 9 ft tall. Assuming the design floor load is 120 psf, the maximum shear and maximum moment in girder G3 are nearly  

Refer to the floor plan shown below.  The loading consists of dead load (D) and live load (L). Beams B1 (span = v) are supported by the perimeter walls and girder G1, girder G2, or girder G3.   Beams B2 (span = v) are supported by column C1 or column C2 at one end and perimeter wall at the other end.  These beams support an interior reinforced concrete wall over a distance = y1. Beams B3 (span = v) are supported by girder G3 and perimeter wall.   Beam B4 (span = y2) is supported by girder G4 and perimeter wall. Beams B5 (span = v) are supported by column C1 or column C2 at one end and perimeter wall at the other end end.  Girder G1 (span = 3l) is supported by perimeter wall at one end column C1 at the other end. Girder G2 (span = 3l) is supported by column C1 and column C2.  This girder supports an interior reinforced concrete wall over its entire length. Girder G3 (span = 3l) is supported by perimeter wall at one end column C2 at the other end. Girder G4 (span = 3l) is supported by beams B2.  This girder supports two reinforced concrete interior walls over a distance = x at each end.   Unfactored D = 45 psf, unfactored L = 50 psf, l = 8 ft, v = 16 ft, y1 = 12 ft, y2 = 4 ft, x = 7 ft, each interior wall is 8 in. thick and 9 ft tall. Assume the design floor load is 120 psf, and the load from an interior wall is 810 lb/ft.  The maximum shear in girder G2 is nearly